records center break: other: us epa approval … · ranged between 56 and 4600 ppt. ... (rpd <...
TRANSCRIPT
Records Center
BREAK OTHER
US EPA Approval Signature Date March 23 2001
B-01-03-Z-04 Revised April 6 2001
Ms Christine Clark Regional Sample Control Custodian Office of Environmental Measurement and Evaluation US EPA Region I 60 Westview Street Lexington Massachusetts 02421
Re Task Order No 004 Task No 2 TDF No 0055A Case No 4029 SDG No L2886-1 AXYS Analytical Services Ltd - Sidney British Columbia Canada Mohawk Tannery - Nashua NH
DioxinFuran 7SludgeAR01-SS01 AR01-SS02 AR01-SS03 AR02-TP03 AR02shyTP03D AR02-TP04 AR02-TP05 (Field Duplicate PairAR02-TP03 and AR02-TP03D)
Dear Ms Clark
A Tier III data validation was performed on the DioxinFuran analytical data for seven sludge samples collected by GeoSyntec Consultants Inc (GeoSyntec) at the Mohawk Tannery Site in Nashua NH The samples were analyzed according to the Quality Assurance PlanSample Analysis Plan prepared by GeoSyntec Consultants GeoSyntec Project Number BR0029 dated 16 October 2000 for the Preliminary Sludge Sampling Mohawk Project at the Tannery Nashua NH AXYS Analytical Services Ltd QAQC Policies and Procedures ManualRev 5 June 1999 Amended May 15 2000 and EPA Method 1613 Revision B September 15 1997 The samples were validated using first the criteria in QAPPSAP and AXYS QAQC Policies and Procedures Manual referenced above as well as additional criteria in EPA Method 1613 Revision B September 15 1997 defaulting next to Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 criteria and finally to EPA Region Is Environmental Services Assistance Team Dioxin Data Validation SOP ESAT-01shy0007 (013101) The data were evaluated based on the following parameters
Overall Evaluation of Data and Potential Usability Issues Data Completeness (CSF Audit - Tier I) Preservation and Technical Holding Times PE SamplesAccuracy Check Window Defining Mix Initial and Continuing Calibrations
Ms Christine Clark March 23 2001 Page 2 B-01-03-Z-04
Revised April 6 2001
Chromatographic Resolution Instrument Sensitivity Check Blanks Matrix SpikeMatrix Spike Duplicate Laboratory and Field Duplicates InternalClean-up Standards Sample Analysis and Identification Sample Quantitation Estimated Detection Limits (EDL) and Estimated Maximum Possible Concentration (EMPC) 2378-TCDD Toxicity Equivalents (TE) and Isomer Specifity Required Sample Reruns and Second Column Confirmation System Performance
- All criteria were met for this parameter A - PE samples were not submitted to the laboratory
The following information was used to generate the Data Validation Memorandum attachments
Table I Recommendation Summary Table - summarizes validation recommendations
Table II Overall Evaluation of Data - summarizes site objectives and potential usability issues
Data Summary Tables - summarize accepted qualified and rejected data
Overall Evaluation of Data and Potential Usability Issues
The following is a summary of the site investigationassessment objectives
bull To collect preliminary waste characterization data for the sludge present in disposal lagoons (Areas I and II) at the site
bull To gain an increased understanding of the sludge characteristic which are needed to determine disposal options
bull This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the site The data are not intended for risk assessment purposes and therefore are not subject to rigorous QAQC requirements
All of the field samples exhibited significant concentrations of dioxin and furans As a result some analyte concentrations were reported above the instrument calibration range and some analyte concentrations saturated the instrument detector These problems could lead to improper
Ms Christine Clark March 23 2001 B-01-03-Z-04 Page 3
Revised April 6 2001
peak integrations and analyte quantitation The reported results should be considered minimum values Since all of the positive results are included in TE calculations TE values for the samples must be considered estimated values as well The Toxicity Equivalency (TE) values ranged between 56 and 4600 ppt
The laboratory did not perform dilutions as per clients instructions Therefore the reported results have limited use as the results are estimated
Samples AR01-SS02 and AR02-TP03 arrived broken at the laboratory and therefore the corresponding locations were resampled on October 31 2000 The samples AR01-SS02 AR02shyTP03 and AR02-TP03D were received in the laboratory on November 4 2001
One of the objectives of this project was to determine whether or not the waste generated at the site should be classified as an F021 listed hazardous waste as specified in 40 CFR 26831 All of the sampled analyzed contained hazardous constituents ie TCDD TCDF PeCDD PeCDF HxCDD and HxCDF at or above the 1 ppb (ugKg) standard in Subpart D 26840
Data Completeness (CSf Audit - Tier I)
The following data or information in the data package had discrepancies andor were missing
1 On the Chain-of-Custody (page 9) the Date and Time boxes for Relinquished by are not completed Since the box Relinquished by was signed and the box Date Submitted was filled out no further action was taken for this omission
Preservation and Holding Times
All of the samples were received at temperatures gt 4degC ( 8degC and 10degC respectively) therefore all of the results were estimated (J) and (UJ) According to Method 1613 preservation criterion solid and semi-solid samples must be kept in the dark at lt 4degC from the time of collection until receipt at the laboratory
Initial and Continuing Calibrations
The following table summarizes the Ongoing Precision and Recovery (OPR) result which did not meet Method 1613 criterion as specified in Table 6 of the method
OPR Date Compound Cone OPR Cone Limits Action Affected Samples Found (ngmL)
(ngmL) Positive Detects
Extraction 112300 OCDD 162 78-144 J All Analysis 112700
The OCDD positive results were estimated (J) in all of the samples due to high recovery of
Ms Christine Clark March 23 2001 Page 4 B-01-03-Z-04
Revised April 6 2001
OCDD in the OPR standard Since all of the samples exhibited high concentration of native OCDD (refer to Sample Quantitation Section of this memorandum) this quality control problem does not impact the usability of the data
Laboratory and Field Duplicates
One field duplicate pair was evaluated for this SDG (AR02-TP03AR02-TP03D)
The table below summarizes the laboratory duplicate results that did not meet the duplicate criterion of Relative Percent Difference (RPD) lt 30 as specified in the Quality Assurance PlanSample Analysis Plan prepared by GeoSyntec Consultants GeoSyntec Project Number BR0029 dated 16 October 2000 for the Preliminary Sludge Sampling Project at the Mohawk Tannery Nashua NH
Congener AR02-TP03 AR02-TP03D RPD Action Affected Samples
Solids (76) Solids (90) Positive
Sample Cone Duplicate Cone Detects (ngKg) (ngKg)
2378-TCDD 240 121 66 J AR02-TP03 AR02-TP03D
12378-PeCDD 425 147 97 J AR02-TP03 AR02-TP03D
123478-HxCDD 591 185 100 J AR02-TP03 AR02-TP03D
123678-HxCDD 6380 3250 65 J AR02-TP03 AR02-TP03D
123789-HxCDD 2010 646 100 J AR02-TP03 AR02-TP03D
2378-TCDF 190 856 76 J AR02-TP03 AR02-TP03D
12378-PeCDF 264 133 66 J AR02-TP03 AR02-TP03D
23478-PeCDF 409 163 86 J AR02-TP03 AR02-TP03D
123478-HxCDF 519 346 40 J AR02-TP03 AR02-TP03D
234678-HxCDF 411 220 60 J AR02-TP03 AR02-TP03D
1234678-HpCDF 21300 13100 48 J AR02-TP03 AR02-TP03D
1234789-HpCDF 1090 768 35 J AR02-TP03 AR02-TP03D
OCDF 18000 12200 38 J AR02-TP03 AR02-TP03D
All positive results are estimated (J) and non-detects (UJ) in sample numbers AR02-TP03 and AR02-TP03D since greater than half of all analytes (13 out of 17) exhibited poor duplicate precision
Ms Christine Clark March 23 2001 Page 5 B-01-03-Z-04
Revised April 6 2001
InternalClean-up Standards
bull Internal Standards
The following table summarizes the 13C12-OCDD internal standard ion ratio results that did not meet Method 1613 acceptance criterion of 076-102
Standard Ion Ratio QC Limits Action Affected Samples
Positive Detects NDs
C -OCDD 1 29 0 76-1 02 j UJ AR02-TP03
C -OCDD 1 15 076-1 02 j UJ AR02-TP03D
lt -OCDD 1 12 076-1 02 j UJ AR02-FP04
1 C|-OCDD 1 40 076-1 02 j UJ AR02-TP05
Interference from the high concentration of native OCDD in the samples could be impacting the results Quantitation is not accurate based on internal standards with ion ratios outside criterion The corresponding non-labeled congener results were estimated as shown in the table due to ion ratios outside method quality control limits
bull Clean-up Standards
The following table summarizes the clean-up standard recoveries that did not meet Method 1613 acceptance criterion of 35-197
Standard Action Affected Samples Recovery
Positive NDs Detects
C14 -TCDD 291 J UJ AR01-SS03
Professional judgement was used to estimate all of the non-labeled congener results (J UJ) since low recoveries may indicate interferences during the clean-up process resulting in biased results
Ms Christine Clark March 23 2001 Page 6 B-01-03-Z-04
Revised April 6 2001
Sample Ouantitation
All of the samples from this SDG had significant concentrations of analytes As a result some samples had analyte concentrations which were outside the calibration range of the instrument These analyte concentrations are flagged OLR on Form Is and estimated (J ) on the Data Summary Table The following sample results were reported outside the calibration range
AR01-SS01 1234678-HpCDD AR01-SS02 OCDD AR01-SS03 OCDD AR02-TP03 123678-HxCDD AR02-TP03D 1234678-HpCDF AR02-TP04 123678-HxCDD AR02-TP05 123678-HxCDD 123789-HxCDD 1234678-HpCDF
Additionally some samples had analyte concentrations which saturated the instrument detector These analyte concentrations are flagged MC on Form Is and they are estimated (J) on the Data Summary Table The following sample results were affected
AR01-SS01 OCDD AR02-TP03 1 234678-HpCDD OCDD 1 234678-HpCDF OCDF AR02-TP03D 1234678-HpCDD OCDD OCDF AR02-TP04 1234678-HpCDD OCDD 1234678-HpCDF OCDF AR02-TP05 1234678-HpCDD OCDD OCDF
The accuracy of the quantitation is unknown when the reported concentrations are outside the calibration range of the instrument or when there are indications of a saturated detector Also since all of the positive results are included in TE calculations including analytes flagged as OLR or MC TE values for the samples must be considered estimated values
The laboratory did not perform sample dilutions as per clients instructions
2378-TCDD Toxicity Euivalents (TE and Isomer Secificit
All TE values are calculated by the ESAT data validator using the validated data The data validation process may alter the laboratorys reported TE values Region I TE calculations include the data validation results for blanks sample dilution and reported EMPC values These calculated values are reported on the Data Summary Tables The TEF values provided in Table 10 of EPA Method 8290A Rev 1 January 1998 are the ones published in EPA6253-89016 Interim Procedures for Estimating Risks Associated with Exposure to Mixtures of Chlorinated Dibenzo-p-Dioxins and Dibenzofurans (CDDs and CDFs) 1 989 Update Part II page 1 3 and are the ones used in these calculations
Ms Christine Clark March 23 2001 Page B-01-03-Z-04
Revised April 6 2001
System Performance
No major trends were noted Data validation indicated that poor field duplicate precision and ion ratio of the internal standards outside method acceptance criteria were due to the interferencecontribution from the high concentrations of native analytes in the samples and not poor laboratory performance
Very truly yours
LOCKHEED ENVIRONMENTAL
Maria E Baca Senior Scientist
Louis Macri ESAT Program Manager
cc Neil Handler EPA RPM
Attachments Table I Recommendation Summary Table Table II Overall Evaluation of Data Data Summary Tables Data Validation Worksheets QAPPSAP CommunicationPhone Logs
u-i O Q ^O
i ^0
0 OH mdash1 lt
H ^O laquobullV
o mdashraquo OS lt
Q m O CU H - - -
_ - (1
laquo
f^
(NOa lt
~
to
pound ^ ^ f t r i vO bull
(N0oi bullmdashraquo
lt
CO O L^3 C3
rshy
0 Di lt
tN
o O 0in 00
ooi lt
-i
o 00 001
0 ltN
oai lt
^O
TT
-
ri
_
ri
-
rshy
-
m
-
^
-
^
-
f
U-i
^
i^i shy
o rr
bullmdash1
bullO
rshy
sD TJ-
1237
8-Pe
CD
D
|| 12
3478
-HxC
DD
1 12
3678
-HxC
DD
1 12
3789
-HxC
DD
1 12
3467
8-H
pCD
D
1 12
3478
-HxC
DF
1 12
3678
-HxC
DF
1 12
3789
-HxC
DF
1 23
4678
-HxC
DF
1 12
3467
8-H
pCD
F
1 12
3478
9-H
pCD
F
D u o 1 12
378-
PeC
DF u
QU
U_ Q
QVI O Z JU o C3
00 Com
poun
d QCJ
ltQQ
i 00r^ m (N
oo1bullr
oo r~ fl 8 ro
(N (N
IX
Table I Recommendation Summary Table for DioxinsFurans
A - Accept results
J1 - Preservation criteria not met J detects UJ non-detects
J2 - OPR criteria not met J detects
J3 - Field duplicate precision outside criteria J detects UJ non-detects
J4 - Internal standard ion ratios outside criteria J detects UJ non-detects
J5 Analyte concentration outside the calibration range J detects
J6 - Analyte concentration saturated the instrument detector J detects
J7 - Clean-up standard recovery outside criteria J detects UJ non-detects
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Ms Christine Clark March 23 2001 Page 2 B-01-03-Z-04
Revised April 6 2001
Chromatographic Resolution Instrument Sensitivity Check Blanks Matrix SpikeMatrix Spike Duplicate Laboratory and Field Duplicates InternalClean-up Standards Sample Analysis and Identification Sample Quantitation Estimated Detection Limits (EDL) and Estimated Maximum Possible Concentration (EMPC) 2378-TCDD Toxicity Equivalents (TE) and Isomer Specifity Required Sample Reruns and Second Column Confirmation System Performance
- All criteria were met for this parameter A - PE samples were not submitted to the laboratory
The following information was used to generate the Data Validation Memorandum attachments
Table I Recommendation Summary Table - summarizes validation recommendations
Table II Overall Evaluation of Data - summarizes site objectives and potential usability issues
Data Summary Tables - summarize accepted qualified and rejected data
Overall Evaluation of Data and Potential Usability Issues
The following is a summary of the site investigationassessment objectives
bull To collect preliminary waste characterization data for the sludge present in disposal lagoons (Areas I and II) at the site
bull To gain an increased understanding of the sludge characteristic which are needed to determine disposal options
bull This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the site The data are not intended for risk assessment purposes and therefore are not subject to rigorous QAQC requirements
All of the field samples exhibited significant concentrations of dioxin and furans As a result some analyte concentrations were reported above the instrument calibration range and some analyte concentrations saturated the instrument detector These problems could lead to improper
Ms Christine Clark March 23 2001 B-01-03-Z-04 Page 3
Revised April 6 2001
peak integrations and analyte quantitation The reported results should be considered minimum values Since all of the positive results are included in TE calculations TE values for the samples must be considered estimated values as well The Toxicity Equivalency (TE) values ranged between 56 and 4600 ppt
The laboratory did not perform dilutions as per clients instructions Therefore the reported results have limited use as the results are estimated
Samples AR01-SS02 and AR02-TP03 arrived broken at the laboratory and therefore the corresponding locations were resampled on October 31 2000 The samples AR01-SS02 AR02shyTP03 and AR02-TP03D were received in the laboratory on November 4 2001
One of the objectives of this project was to determine whether or not the waste generated at the site should be classified as an F021 listed hazardous waste as specified in 40 CFR 26831 All of the sampled analyzed contained hazardous constituents ie TCDD TCDF PeCDD PeCDF HxCDD and HxCDF at or above the 1 ppb (ugKg) standard in Subpart D 26840
Data Completeness (CSf Audit - Tier I)
The following data or information in the data package had discrepancies andor were missing
1 On the Chain-of-Custody (page 9) the Date and Time boxes for Relinquished by are not completed Since the box Relinquished by was signed and the box Date Submitted was filled out no further action was taken for this omission
Preservation and Holding Times
All of the samples were received at temperatures gt 4degC ( 8degC and 10degC respectively) therefore all of the results were estimated (J) and (UJ) According to Method 1613 preservation criterion solid and semi-solid samples must be kept in the dark at lt 4degC from the time of collection until receipt at the laboratory
Initial and Continuing Calibrations
The following table summarizes the Ongoing Precision and Recovery (OPR) result which did not meet Method 1613 criterion as specified in Table 6 of the method
OPR Date Compound Cone OPR Cone Limits Action Affected Samples Found (ngmL)
(ngmL) Positive Detects
Extraction 112300 OCDD 162 78-144 J All Analysis 112700
The OCDD positive results were estimated (J) in all of the samples due to high recovery of
Ms Christine Clark March 23 2001 Page 4 B-01-03-Z-04
Revised April 6 2001
OCDD in the OPR standard Since all of the samples exhibited high concentration of native OCDD (refer to Sample Quantitation Section of this memorandum) this quality control problem does not impact the usability of the data
Laboratory and Field Duplicates
One field duplicate pair was evaluated for this SDG (AR02-TP03AR02-TP03D)
The table below summarizes the laboratory duplicate results that did not meet the duplicate criterion of Relative Percent Difference (RPD) lt 30 as specified in the Quality Assurance PlanSample Analysis Plan prepared by GeoSyntec Consultants GeoSyntec Project Number BR0029 dated 16 October 2000 for the Preliminary Sludge Sampling Project at the Mohawk Tannery Nashua NH
Congener AR02-TP03 AR02-TP03D RPD Action Affected Samples
Solids (76) Solids (90) Positive
Sample Cone Duplicate Cone Detects (ngKg) (ngKg)
2378-TCDD 240 121 66 J AR02-TP03 AR02-TP03D
12378-PeCDD 425 147 97 J AR02-TP03 AR02-TP03D
123478-HxCDD 591 185 100 J AR02-TP03 AR02-TP03D
123678-HxCDD 6380 3250 65 J AR02-TP03 AR02-TP03D
123789-HxCDD 2010 646 100 J AR02-TP03 AR02-TP03D
2378-TCDF 190 856 76 J AR02-TP03 AR02-TP03D
12378-PeCDF 264 133 66 J AR02-TP03 AR02-TP03D
23478-PeCDF 409 163 86 J AR02-TP03 AR02-TP03D
123478-HxCDF 519 346 40 J AR02-TP03 AR02-TP03D
234678-HxCDF 411 220 60 J AR02-TP03 AR02-TP03D
1234678-HpCDF 21300 13100 48 J AR02-TP03 AR02-TP03D
1234789-HpCDF 1090 768 35 J AR02-TP03 AR02-TP03D
OCDF 18000 12200 38 J AR02-TP03 AR02-TP03D
All positive results are estimated (J) and non-detects (UJ) in sample numbers AR02-TP03 and AR02-TP03D since greater than half of all analytes (13 out of 17) exhibited poor duplicate precision
Ms Christine Clark March 23 2001 Page 5 B-01-03-Z-04
Revised April 6 2001
InternalClean-up Standards
bull Internal Standards
The following table summarizes the 13C12-OCDD internal standard ion ratio results that did not meet Method 1613 acceptance criterion of 076-102
Standard Ion Ratio QC Limits Action Affected Samples
Positive Detects NDs
C -OCDD 1 29 0 76-1 02 j UJ AR02-TP03
C -OCDD 1 15 076-1 02 j UJ AR02-TP03D
lt -OCDD 1 12 076-1 02 j UJ AR02-FP04
1 C|-OCDD 1 40 076-1 02 j UJ AR02-TP05
Interference from the high concentration of native OCDD in the samples could be impacting the results Quantitation is not accurate based on internal standards with ion ratios outside criterion The corresponding non-labeled congener results were estimated as shown in the table due to ion ratios outside method quality control limits
bull Clean-up Standards
The following table summarizes the clean-up standard recoveries that did not meet Method 1613 acceptance criterion of 35-197
Standard Action Affected Samples Recovery
Positive NDs Detects
C14 -TCDD 291 J UJ AR01-SS03
Professional judgement was used to estimate all of the non-labeled congener results (J UJ) since low recoveries may indicate interferences during the clean-up process resulting in biased results
Ms Christine Clark March 23 2001 Page 6 B-01-03-Z-04
Revised April 6 2001
Sample Ouantitation
All of the samples from this SDG had significant concentrations of analytes As a result some samples had analyte concentrations which were outside the calibration range of the instrument These analyte concentrations are flagged OLR on Form Is and estimated (J ) on the Data Summary Table The following sample results were reported outside the calibration range
AR01-SS01 1234678-HpCDD AR01-SS02 OCDD AR01-SS03 OCDD AR02-TP03 123678-HxCDD AR02-TP03D 1234678-HpCDF AR02-TP04 123678-HxCDD AR02-TP05 123678-HxCDD 123789-HxCDD 1234678-HpCDF
Additionally some samples had analyte concentrations which saturated the instrument detector These analyte concentrations are flagged MC on Form Is and they are estimated (J) on the Data Summary Table The following sample results were affected
AR01-SS01 OCDD AR02-TP03 1 234678-HpCDD OCDD 1 234678-HpCDF OCDF AR02-TP03D 1234678-HpCDD OCDD OCDF AR02-TP04 1234678-HpCDD OCDD 1234678-HpCDF OCDF AR02-TP05 1234678-HpCDD OCDD OCDF
The accuracy of the quantitation is unknown when the reported concentrations are outside the calibration range of the instrument or when there are indications of a saturated detector Also since all of the positive results are included in TE calculations including analytes flagged as OLR or MC TE values for the samples must be considered estimated values
The laboratory did not perform sample dilutions as per clients instructions
2378-TCDD Toxicity Euivalents (TE and Isomer Secificit
All TE values are calculated by the ESAT data validator using the validated data The data validation process may alter the laboratorys reported TE values Region I TE calculations include the data validation results for blanks sample dilution and reported EMPC values These calculated values are reported on the Data Summary Tables The TEF values provided in Table 10 of EPA Method 8290A Rev 1 January 1998 are the ones published in EPA6253-89016 Interim Procedures for Estimating Risks Associated with Exposure to Mixtures of Chlorinated Dibenzo-p-Dioxins and Dibenzofurans (CDDs and CDFs) 1 989 Update Part II page 1 3 and are the ones used in these calculations
Ms Christine Clark March 23 2001 Page B-01-03-Z-04
Revised April 6 2001
System Performance
No major trends were noted Data validation indicated that poor field duplicate precision and ion ratio of the internal standards outside method acceptance criteria were due to the interferencecontribution from the high concentrations of native analytes in the samples and not poor laboratory performance
Very truly yours
LOCKHEED ENVIRONMENTAL
Maria E Baca Senior Scientist
Louis Macri ESAT Program Manager
cc Neil Handler EPA RPM
Attachments Table I Recommendation Summary Table Table II Overall Evaluation of Data Data Summary Tables Data Validation Worksheets QAPPSAP CommunicationPhone Logs
u-i O Q ^O
i ^0
0 OH mdash1 lt
H ^O laquobullV
o mdashraquo OS lt
Q m O CU H - - -
_ - (1
laquo
f^
(NOa lt
~
to
pound ^ ^ f t r i vO bull
(N0oi bullmdashraquo
lt
CO O L^3 C3
rshy
0 Di lt
tN
o O 0in 00
ooi lt
-i
o 00 001
0 ltN
oai lt
^O
TT
-
ri
_
ri
-
rshy
-
m
-
^
-
^
-
f
U-i
^
i^i shy
o rr
bullmdash1
bullO
rshy
sD TJ-
1237
8-Pe
CD
D
|| 12
3478
-HxC
DD
1 12
3678
-HxC
DD
1 12
3789
-HxC
DD
1 12
3467
8-H
pCD
D
1 12
3478
-HxC
DF
1 12
3678
-HxC
DF
1 12
3789
-HxC
DF
1 23
4678
-HxC
DF
1 12
3467
8-H
pCD
F
1 12
3478
9-H
pCD
F
D u o 1 12
378-
PeC
DF u
QU
U_ Q
QVI O Z JU o C3
00 Com
poun
d QCJ
ltQQ
i 00r^ m (N
oo1bullr
oo r~ fl 8 ro
(N (N
IX
Table I Recommendation Summary Table for DioxinsFurans
A - Accept results
J1 - Preservation criteria not met J detects UJ non-detects
J2 - OPR criteria not met J detects
J3 - Field duplicate precision outside criteria J detects UJ non-detects
J4 - Internal standard ion ratios outside criteria J detects UJ non-detects
J5 Analyte concentration outside the calibration range J detects
J6 - Analyte concentration saturated the instrument detector J detects
J7 - Clean-up standard recovery outside criteria J detects UJ non-detects
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Ms Christine Clark March 23 2001 B-01-03-Z-04 Page 3
Revised April 6 2001
peak integrations and analyte quantitation The reported results should be considered minimum values Since all of the positive results are included in TE calculations TE values for the samples must be considered estimated values as well The Toxicity Equivalency (TE) values ranged between 56 and 4600 ppt
The laboratory did not perform dilutions as per clients instructions Therefore the reported results have limited use as the results are estimated
Samples AR01-SS02 and AR02-TP03 arrived broken at the laboratory and therefore the corresponding locations were resampled on October 31 2000 The samples AR01-SS02 AR02shyTP03 and AR02-TP03D were received in the laboratory on November 4 2001
One of the objectives of this project was to determine whether or not the waste generated at the site should be classified as an F021 listed hazardous waste as specified in 40 CFR 26831 All of the sampled analyzed contained hazardous constituents ie TCDD TCDF PeCDD PeCDF HxCDD and HxCDF at or above the 1 ppb (ugKg) standard in Subpart D 26840
Data Completeness (CSf Audit - Tier I)
The following data or information in the data package had discrepancies andor were missing
1 On the Chain-of-Custody (page 9) the Date and Time boxes for Relinquished by are not completed Since the box Relinquished by was signed and the box Date Submitted was filled out no further action was taken for this omission
Preservation and Holding Times
All of the samples were received at temperatures gt 4degC ( 8degC and 10degC respectively) therefore all of the results were estimated (J) and (UJ) According to Method 1613 preservation criterion solid and semi-solid samples must be kept in the dark at lt 4degC from the time of collection until receipt at the laboratory
Initial and Continuing Calibrations
The following table summarizes the Ongoing Precision and Recovery (OPR) result which did not meet Method 1613 criterion as specified in Table 6 of the method
OPR Date Compound Cone OPR Cone Limits Action Affected Samples Found (ngmL)
(ngmL) Positive Detects
Extraction 112300 OCDD 162 78-144 J All Analysis 112700
The OCDD positive results were estimated (J) in all of the samples due to high recovery of
Ms Christine Clark March 23 2001 Page 4 B-01-03-Z-04
Revised April 6 2001
OCDD in the OPR standard Since all of the samples exhibited high concentration of native OCDD (refer to Sample Quantitation Section of this memorandum) this quality control problem does not impact the usability of the data
Laboratory and Field Duplicates
One field duplicate pair was evaluated for this SDG (AR02-TP03AR02-TP03D)
The table below summarizes the laboratory duplicate results that did not meet the duplicate criterion of Relative Percent Difference (RPD) lt 30 as specified in the Quality Assurance PlanSample Analysis Plan prepared by GeoSyntec Consultants GeoSyntec Project Number BR0029 dated 16 October 2000 for the Preliminary Sludge Sampling Project at the Mohawk Tannery Nashua NH
Congener AR02-TP03 AR02-TP03D RPD Action Affected Samples
Solids (76) Solids (90) Positive
Sample Cone Duplicate Cone Detects (ngKg) (ngKg)
2378-TCDD 240 121 66 J AR02-TP03 AR02-TP03D
12378-PeCDD 425 147 97 J AR02-TP03 AR02-TP03D
123478-HxCDD 591 185 100 J AR02-TP03 AR02-TP03D
123678-HxCDD 6380 3250 65 J AR02-TP03 AR02-TP03D
123789-HxCDD 2010 646 100 J AR02-TP03 AR02-TP03D
2378-TCDF 190 856 76 J AR02-TP03 AR02-TP03D
12378-PeCDF 264 133 66 J AR02-TP03 AR02-TP03D
23478-PeCDF 409 163 86 J AR02-TP03 AR02-TP03D
123478-HxCDF 519 346 40 J AR02-TP03 AR02-TP03D
234678-HxCDF 411 220 60 J AR02-TP03 AR02-TP03D
1234678-HpCDF 21300 13100 48 J AR02-TP03 AR02-TP03D
1234789-HpCDF 1090 768 35 J AR02-TP03 AR02-TP03D
OCDF 18000 12200 38 J AR02-TP03 AR02-TP03D
All positive results are estimated (J) and non-detects (UJ) in sample numbers AR02-TP03 and AR02-TP03D since greater than half of all analytes (13 out of 17) exhibited poor duplicate precision
Ms Christine Clark March 23 2001 Page 5 B-01-03-Z-04
Revised April 6 2001
InternalClean-up Standards
bull Internal Standards
The following table summarizes the 13C12-OCDD internal standard ion ratio results that did not meet Method 1613 acceptance criterion of 076-102
Standard Ion Ratio QC Limits Action Affected Samples
Positive Detects NDs
C -OCDD 1 29 0 76-1 02 j UJ AR02-TP03
C -OCDD 1 15 076-1 02 j UJ AR02-TP03D
lt -OCDD 1 12 076-1 02 j UJ AR02-FP04
1 C|-OCDD 1 40 076-1 02 j UJ AR02-TP05
Interference from the high concentration of native OCDD in the samples could be impacting the results Quantitation is not accurate based on internal standards with ion ratios outside criterion The corresponding non-labeled congener results were estimated as shown in the table due to ion ratios outside method quality control limits
bull Clean-up Standards
The following table summarizes the clean-up standard recoveries that did not meet Method 1613 acceptance criterion of 35-197
Standard Action Affected Samples Recovery
Positive NDs Detects
C14 -TCDD 291 J UJ AR01-SS03
Professional judgement was used to estimate all of the non-labeled congener results (J UJ) since low recoveries may indicate interferences during the clean-up process resulting in biased results
Ms Christine Clark March 23 2001 Page 6 B-01-03-Z-04
Revised April 6 2001
Sample Ouantitation
All of the samples from this SDG had significant concentrations of analytes As a result some samples had analyte concentrations which were outside the calibration range of the instrument These analyte concentrations are flagged OLR on Form Is and estimated (J ) on the Data Summary Table The following sample results were reported outside the calibration range
AR01-SS01 1234678-HpCDD AR01-SS02 OCDD AR01-SS03 OCDD AR02-TP03 123678-HxCDD AR02-TP03D 1234678-HpCDF AR02-TP04 123678-HxCDD AR02-TP05 123678-HxCDD 123789-HxCDD 1234678-HpCDF
Additionally some samples had analyte concentrations which saturated the instrument detector These analyte concentrations are flagged MC on Form Is and they are estimated (J) on the Data Summary Table The following sample results were affected
AR01-SS01 OCDD AR02-TP03 1 234678-HpCDD OCDD 1 234678-HpCDF OCDF AR02-TP03D 1234678-HpCDD OCDD OCDF AR02-TP04 1234678-HpCDD OCDD 1234678-HpCDF OCDF AR02-TP05 1234678-HpCDD OCDD OCDF
The accuracy of the quantitation is unknown when the reported concentrations are outside the calibration range of the instrument or when there are indications of a saturated detector Also since all of the positive results are included in TE calculations including analytes flagged as OLR or MC TE values for the samples must be considered estimated values
The laboratory did not perform sample dilutions as per clients instructions
2378-TCDD Toxicity Euivalents (TE and Isomer Secificit
All TE values are calculated by the ESAT data validator using the validated data The data validation process may alter the laboratorys reported TE values Region I TE calculations include the data validation results for blanks sample dilution and reported EMPC values These calculated values are reported on the Data Summary Tables The TEF values provided in Table 10 of EPA Method 8290A Rev 1 January 1998 are the ones published in EPA6253-89016 Interim Procedures for Estimating Risks Associated with Exposure to Mixtures of Chlorinated Dibenzo-p-Dioxins and Dibenzofurans (CDDs and CDFs) 1 989 Update Part II page 1 3 and are the ones used in these calculations
Ms Christine Clark March 23 2001 Page B-01-03-Z-04
Revised April 6 2001
System Performance
No major trends were noted Data validation indicated that poor field duplicate precision and ion ratio of the internal standards outside method acceptance criteria were due to the interferencecontribution from the high concentrations of native analytes in the samples and not poor laboratory performance
Very truly yours
LOCKHEED ENVIRONMENTAL
Maria E Baca Senior Scientist
Louis Macri ESAT Program Manager
cc Neil Handler EPA RPM
Attachments Table I Recommendation Summary Table Table II Overall Evaluation of Data Data Summary Tables Data Validation Worksheets QAPPSAP CommunicationPhone Logs
u-i O Q ^O
i ^0
0 OH mdash1 lt
H ^O laquobullV
o mdashraquo OS lt
Q m O CU H - - -
_ - (1
laquo
f^
(NOa lt
~
to
pound ^ ^ f t r i vO bull
(N0oi bullmdashraquo
lt
CO O L^3 C3
rshy
0 Di lt
tN
o O 0in 00
ooi lt
-i
o 00 001
0 ltN
oai lt
^O
TT
-
ri
_
ri
-
rshy
-
m
-
^
-
^
-
f
U-i
^
i^i shy
o rr
bullmdash1
bullO
rshy
sD TJ-
1237
8-Pe
CD
D
|| 12
3478
-HxC
DD
1 12
3678
-HxC
DD
1 12
3789
-HxC
DD
1 12
3467
8-H
pCD
D
1 12
3478
-HxC
DF
1 12
3678
-HxC
DF
1 12
3789
-HxC
DF
1 23
4678
-HxC
DF
1 12
3467
8-H
pCD
F
1 12
3478
9-H
pCD
F
D u o 1 12
378-
PeC
DF u
QU
U_ Q
QVI O Z JU o C3
00 Com
poun
d QCJ
ltQQ
i 00r^ m (N
oo1bullr
oo r~ fl 8 ro
(N (N
IX
Table I Recommendation Summary Table for DioxinsFurans
A - Accept results
J1 - Preservation criteria not met J detects UJ non-detects
J2 - OPR criteria not met J detects
J3 - Field duplicate precision outside criteria J detects UJ non-detects
J4 - Internal standard ion ratios outside criteria J detects UJ non-detects
J5 Analyte concentration outside the calibration range J detects
J6 - Analyte concentration saturated the instrument detector J detects
J7 - Clean-up standard recovery outside criteria J detects UJ non-detects
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Ms Christine Clark March 23 2001 Page 4 B-01-03-Z-04
Revised April 6 2001
OCDD in the OPR standard Since all of the samples exhibited high concentration of native OCDD (refer to Sample Quantitation Section of this memorandum) this quality control problem does not impact the usability of the data
Laboratory and Field Duplicates
One field duplicate pair was evaluated for this SDG (AR02-TP03AR02-TP03D)
The table below summarizes the laboratory duplicate results that did not meet the duplicate criterion of Relative Percent Difference (RPD) lt 30 as specified in the Quality Assurance PlanSample Analysis Plan prepared by GeoSyntec Consultants GeoSyntec Project Number BR0029 dated 16 October 2000 for the Preliminary Sludge Sampling Project at the Mohawk Tannery Nashua NH
Congener AR02-TP03 AR02-TP03D RPD Action Affected Samples
Solids (76) Solids (90) Positive
Sample Cone Duplicate Cone Detects (ngKg) (ngKg)
2378-TCDD 240 121 66 J AR02-TP03 AR02-TP03D
12378-PeCDD 425 147 97 J AR02-TP03 AR02-TP03D
123478-HxCDD 591 185 100 J AR02-TP03 AR02-TP03D
123678-HxCDD 6380 3250 65 J AR02-TP03 AR02-TP03D
123789-HxCDD 2010 646 100 J AR02-TP03 AR02-TP03D
2378-TCDF 190 856 76 J AR02-TP03 AR02-TP03D
12378-PeCDF 264 133 66 J AR02-TP03 AR02-TP03D
23478-PeCDF 409 163 86 J AR02-TP03 AR02-TP03D
123478-HxCDF 519 346 40 J AR02-TP03 AR02-TP03D
234678-HxCDF 411 220 60 J AR02-TP03 AR02-TP03D
1234678-HpCDF 21300 13100 48 J AR02-TP03 AR02-TP03D
1234789-HpCDF 1090 768 35 J AR02-TP03 AR02-TP03D
OCDF 18000 12200 38 J AR02-TP03 AR02-TP03D
All positive results are estimated (J) and non-detects (UJ) in sample numbers AR02-TP03 and AR02-TP03D since greater than half of all analytes (13 out of 17) exhibited poor duplicate precision
Ms Christine Clark March 23 2001 Page 5 B-01-03-Z-04
Revised April 6 2001
InternalClean-up Standards
bull Internal Standards
The following table summarizes the 13C12-OCDD internal standard ion ratio results that did not meet Method 1613 acceptance criterion of 076-102
Standard Ion Ratio QC Limits Action Affected Samples
Positive Detects NDs
C -OCDD 1 29 0 76-1 02 j UJ AR02-TP03
C -OCDD 1 15 076-1 02 j UJ AR02-TP03D
lt -OCDD 1 12 076-1 02 j UJ AR02-FP04
1 C|-OCDD 1 40 076-1 02 j UJ AR02-TP05
Interference from the high concentration of native OCDD in the samples could be impacting the results Quantitation is not accurate based on internal standards with ion ratios outside criterion The corresponding non-labeled congener results were estimated as shown in the table due to ion ratios outside method quality control limits
bull Clean-up Standards
The following table summarizes the clean-up standard recoveries that did not meet Method 1613 acceptance criterion of 35-197
Standard Action Affected Samples Recovery
Positive NDs Detects
C14 -TCDD 291 J UJ AR01-SS03
Professional judgement was used to estimate all of the non-labeled congener results (J UJ) since low recoveries may indicate interferences during the clean-up process resulting in biased results
Ms Christine Clark March 23 2001 Page 6 B-01-03-Z-04
Revised April 6 2001
Sample Ouantitation
All of the samples from this SDG had significant concentrations of analytes As a result some samples had analyte concentrations which were outside the calibration range of the instrument These analyte concentrations are flagged OLR on Form Is and estimated (J ) on the Data Summary Table The following sample results were reported outside the calibration range
AR01-SS01 1234678-HpCDD AR01-SS02 OCDD AR01-SS03 OCDD AR02-TP03 123678-HxCDD AR02-TP03D 1234678-HpCDF AR02-TP04 123678-HxCDD AR02-TP05 123678-HxCDD 123789-HxCDD 1234678-HpCDF
Additionally some samples had analyte concentrations which saturated the instrument detector These analyte concentrations are flagged MC on Form Is and they are estimated (J) on the Data Summary Table The following sample results were affected
AR01-SS01 OCDD AR02-TP03 1 234678-HpCDD OCDD 1 234678-HpCDF OCDF AR02-TP03D 1234678-HpCDD OCDD OCDF AR02-TP04 1234678-HpCDD OCDD 1234678-HpCDF OCDF AR02-TP05 1234678-HpCDD OCDD OCDF
The accuracy of the quantitation is unknown when the reported concentrations are outside the calibration range of the instrument or when there are indications of a saturated detector Also since all of the positive results are included in TE calculations including analytes flagged as OLR or MC TE values for the samples must be considered estimated values
The laboratory did not perform sample dilutions as per clients instructions
2378-TCDD Toxicity Euivalents (TE and Isomer Secificit
All TE values are calculated by the ESAT data validator using the validated data The data validation process may alter the laboratorys reported TE values Region I TE calculations include the data validation results for blanks sample dilution and reported EMPC values These calculated values are reported on the Data Summary Tables The TEF values provided in Table 10 of EPA Method 8290A Rev 1 January 1998 are the ones published in EPA6253-89016 Interim Procedures for Estimating Risks Associated with Exposure to Mixtures of Chlorinated Dibenzo-p-Dioxins and Dibenzofurans (CDDs and CDFs) 1 989 Update Part II page 1 3 and are the ones used in these calculations
Ms Christine Clark March 23 2001 Page B-01-03-Z-04
Revised April 6 2001
System Performance
No major trends were noted Data validation indicated that poor field duplicate precision and ion ratio of the internal standards outside method acceptance criteria were due to the interferencecontribution from the high concentrations of native analytes in the samples and not poor laboratory performance
Very truly yours
LOCKHEED ENVIRONMENTAL
Maria E Baca Senior Scientist
Louis Macri ESAT Program Manager
cc Neil Handler EPA RPM
Attachments Table I Recommendation Summary Table Table II Overall Evaluation of Data Data Summary Tables Data Validation Worksheets QAPPSAP CommunicationPhone Logs
u-i O Q ^O
i ^0
0 OH mdash1 lt
H ^O laquobullV
o mdashraquo OS lt
Q m O CU H - - -
_ - (1
laquo
f^
(NOa lt
~
to
pound ^ ^ f t r i vO bull
(N0oi bullmdashraquo
lt
CO O L^3 C3
rshy
0 Di lt
tN
o O 0in 00
ooi lt
-i
o 00 001
0 ltN
oai lt
^O
TT
-
ri
_
ri
-
rshy
-
m
-
^
-
^
-
f
U-i
^
i^i shy
o rr
bullmdash1
bullO
rshy
sD TJ-
1237
8-Pe
CD
D
|| 12
3478
-HxC
DD
1 12
3678
-HxC
DD
1 12
3789
-HxC
DD
1 12
3467
8-H
pCD
D
1 12
3478
-HxC
DF
1 12
3678
-HxC
DF
1 12
3789
-HxC
DF
1 23
4678
-HxC
DF
1 12
3467
8-H
pCD
F
1 12
3478
9-H
pCD
F
D u o 1 12
378-
PeC
DF u
QU
U_ Q
QVI O Z JU o C3
00 Com
poun
d QCJ
ltQQ
i 00r^ m (N
oo1bullr
oo r~ fl 8 ro
(N (N
IX
Table I Recommendation Summary Table for DioxinsFurans
A - Accept results
J1 - Preservation criteria not met J detects UJ non-detects
J2 - OPR criteria not met J detects
J3 - Field duplicate precision outside criteria J detects UJ non-detects
J4 - Internal standard ion ratios outside criteria J detects UJ non-detects
J5 Analyte concentration outside the calibration range J detects
J6 - Analyte concentration saturated the instrument detector J detects
J7 - Clean-up standard recovery outside criteria J detects UJ non-detects
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Ms Christine Clark March 23 2001 Page 5 B-01-03-Z-04
Revised April 6 2001
InternalClean-up Standards
bull Internal Standards
The following table summarizes the 13C12-OCDD internal standard ion ratio results that did not meet Method 1613 acceptance criterion of 076-102
Standard Ion Ratio QC Limits Action Affected Samples
Positive Detects NDs
C -OCDD 1 29 0 76-1 02 j UJ AR02-TP03
C -OCDD 1 15 076-1 02 j UJ AR02-TP03D
lt -OCDD 1 12 076-1 02 j UJ AR02-FP04
1 C|-OCDD 1 40 076-1 02 j UJ AR02-TP05
Interference from the high concentration of native OCDD in the samples could be impacting the results Quantitation is not accurate based on internal standards with ion ratios outside criterion The corresponding non-labeled congener results were estimated as shown in the table due to ion ratios outside method quality control limits
bull Clean-up Standards
The following table summarizes the clean-up standard recoveries that did not meet Method 1613 acceptance criterion of 35-197
Standard Action Affected Samples Recovery
Positive NDs Detects
C14 -TCDD 291 J UJ AR01-SS03
Professional judgement was used to estimate all of the non-labeled congener results (J UJ) since low recoveries may indicate interferences during the clean-up process resulting in biased results
Ms Christine Clark March 23 2001 Page 6 B-01-03-Z-04
Revised April 6 2001
Sample Ouantitation
All of the samples from this SDG had significant concentrations of analytes As a result some samples had analyte concentrations which were outside the calibration range of the instrument These analyte concentrations are flagged OLR on Form Is and estimated (J ) on the Data Summary Table The following sample results were reported outside the calibration range
AR01-SS01 1234678-HpCDD AR01-SS02 OCDD AR01-SS03 OCDD AR02-TP03 123678-HxCDD AR02-TP03D 1234678-HpCDF AR02-TP04 123678-HxCDD AR02-TP05 123678-HxCDD 123789-HxCDD 1234678-HpCDF
Additionally some samples had analyte concentrations which saturated the instrument detector These analyte concentrations are flagged MC on Form Is and they are estimated (J) on the Data Summary Table The following sample results were affected
AR01-SS01 OCDD AR02-TP03 1 234678-HpCDD OCDD 1 234678-HpCDF OCDF AR02-TP03D 1234678-HpCDD OCDD OCDF AR02-TP04 1234678-HpCDD OCDD 1234678-HpCDF OCDF AR02-TP05 1234678-HpCDD OCDD OCDF
The accuracy of the quantitation is unknown when the reported concentrations are outside the calibration range of the instrument or when there are indications of a saturated detector Also since all of the positive results are included in TE calculations including analytes flagged as OLR or MC TE values for the samples must be considered estimated values
The laboratory did not perform sample dilutions as per clients instructions
2378-TCDD Toxicity Euivalents (TE and Isomer Secificit
All TE values are calculated by the ESAT data validator using the validated data The data validation process may alter the laboratorys reported TE values Region I TE calculations include the data validation results for blanks sample dilution and reported EMPC values These calculated values are reported on the Data Summary Tables The TEF values provided in Table 10 of EPA Method 8290A Rev 1 January 1998 are the ones published in EPA6253-89016 Interim Procedures for Estimating Risks Associated with Exposure to Mixtures of Chlorinated Dibenzo-p-Dioxins and Dibenzofurans (CDDs and CDFs) 1 989 Update Part II page 1 3 and are the ones used in these calculations
Ms Christine Clark March 23 2001 Page B-01-03-Z-04
Revised April 6 2001
System Performance
No major trends were noted Data validation indicated that poor field duplicate precision and ion ratio of the internal standards outside method acceptance criteria were due to the interferencecontribution from the high concentrations of native analytes in the samples and not poor laboratory performance
Very truly yours
LOCKHEED ENVIRONMENTAL
Maria E Baca Senior Scientist
Louis Macri ESAT Program Manager
cc Neil Handler EPA RPM
Attachments Table I Recommendation Summary Table Table II Overall Evaluation of Data Data Summary Tables Data Validation Worksheets QAPPSAP CommunicationPhone Logs
u-i O Q ^O
i ^0
0 OH mdash1 lt
H ^O laquobullV
o mdashraquo OS lt
Q m O CU H - - -
_ - (1
laquo
f^
(NOa lt
~
to
pound ^ ^ f t r i vO bull
(N0oi bullmdashraquo
lt
CO O L^3 C3
rshy
0 Di lt
tN
o O 0in 00
ooi lt
-i
o 00 001
0 ltN
oai lt
^O
TT
-
ri
_
ri
-
rshy
-
m
-
^
-
^
-
f
U-i
^
i^i shy
o rr
bullmdash1
bullO
rshy
sD TJ-
1237
8-Pe
CD
D
|| 12
3478
-HxC
DD
1 12
3678
-HxC
DD
1 12
3789
-HxC
DD
1 12
3467
8-H
pCD
D
1 12
3478
-HxC
DF
1 12
3678
-HxC
DF
1 12
3789
-HxC
DF
1 23
4678
-HxC
DF
1 12
3467
8-H
pCD
F
1 12
3478
9-H
pCD
F
D u o 1 12
378-
PeC
DF u
QU
U_ Q
QVI O Z JU o C3
00 Com
poun
d QCJ
ltQQ
i 00r^ m (N
oo1bullr
oo r~ fl 8 ro
(N (N
IX
Table I Recommendation Summary Table for DioxinsFurans
A - Accept results
J1 - Preservation criteria not met J detects UJ non-detects
J2 - OPR criteria not met J detects
J3 - Field duplicate precision outside criteria J detects UJ non-detects
J4 - Internal standard ion ratios outside criteria J detects UJ non-detects
J5 Analyte concentration outside the calibration range J detects
J6 - Analyte concentration saturated the instrument detector J detects
J7 - Clean-up standard recovery outside criteria J detects UJ non-detects
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Ms Christine Clark March 23 2001 Page 6 B-01-03-Z-04
Revised April 6 2001
Sample Ouantitation
All of the samples from this SDG had significant concentrations of analytes As a result some samples had analyte concentrations which were outside the calibration range of the instrument These analyte concentrations are flagged OLR on Form Is and estimated (J ) on the Data Summary Table The following sample results were reported outside the calibration range
AR01-SS01 1234678-HpCDD AR01-SS02 OCDD AR01-SS03 OCDD AR02-TP03 123678-HxCDD AR02-TP03D 1234678-HpCDF AR02-TP04 123678-HxCDD AR02-TP05 123678-HxCDD 123789-HxCDD 1234678-HpCDF
Additionally some samples had analyte concentrations which saturated the instrument detector These analyte concentrations are flagged MC on Form Is and they are estimated (J) on the Data Summary Table The following sample results were affected
AR01-SS01 OCDD AR02-TP03 1 234678-HpCDD OCDD 1 234678-HpCDF OCDF AR02-TP03D 1234678-HpCDD OCDD OCDF AR02-TP04 1234678-HpCDD OCDD 1234678-HpCDF OCDF AR02-TP05 1234678-HpCDD OCDD OCDF
The accuracy of the quantitation is unknown when the reported concentrations are outside the calibration range of the instrument or when there are indications of a saturated detector Also since all of the positive results are included in TE calculations including analytes flagged as OLR or MC TE values for the samples must be considered estimated values
The laboratory did not perform sample dilutions as per clients instructions
2378-TCDD Toxicity Euivalents (TE and Isomer Secificit
All TE values are calculated by the ESAT data validator using the validated data The data validation process may alter the laboratorys reported TE values Region I TE calculations include the data validation results for blanks sample dilution and reported EMPC values These calculated values are reported on the Data Summary Tables The TEF values provided in Table 10 of EPA Method 8290A Rev 1 January 1998 are the ones published in EPA6253-89016 Interim Procedures for Estimating Risks Associated with Exposure to Mixtures of Chlorinated Dibenzo-p-Dioxins and Dibenzofurans (CDDs and CDFs) 1 989 Update Part II page 1 3 and are the ones used in these calculations
Ms Christine Clark March 23 2001 Page B-01-03-Z-04
Revised April 6 2001
System Performance
No major trends were noted Data validation indicated that poor field duplicate precision and ion ratio of the internal standards outside method acceptance criteria were due to the interferencecontribution from the high concentrations of native analytes in the samples and not poor laboratory performance
Very truly yours
LOCKHEED ENVIRONMENTAL
Maria E Baca Senior Scientist
Louis Macri ESAT Program Manager
cc Neil Handler EPA RPM
Attachments Table I Recommendation Summary Table Table II Overall Evaluation of Data Data Summary Tables Data Validation Worksheets QAPPSAP CommunicationPhone Logs
u-i O Q ^O
i ^0
0 OH mdash1 lt
H ^O laquobullV
o mdashraquo OS lt
Q m O CU H - - -
_ - (1
laquo
f^
(NOa lt
~
to
pound ^ ^ f t r i vO bull
(N0oi bullmdashraquo
lt
CO O L^3 C3
rshy
0 Di lt
tN
o O 0in 00
ooi lt
-i
o 00 001
0 ltN
oai lt
^O
TT
-
ri
_
ri
-
rshy
-
m
-
^
-
^
-
f
U-i
^
i^i shy
o rr
bullmdash1
bullO
rshy
sD TJ-
1237
8-Pe
CD
D
|| 12
3478
-HxC
DD
1 12
3678
-HxC
DD
1 12
3789
-HxC
DD
1 12
3467
8-H
pCD
D
1 12
3478
-HxC
DF
1 12
3678
-HxC
DF
1 12
3789
-HxC
DF
1 23
4678
-HxC
DF
1 12
3467
8-H
pCD
F
1 12
3478
9-H
pCD
F
D u o 1 12
378-
PeC
DF u
QU
U_ Q
QVI O Z JU o C3
00 Com
poun
d QCJ
ltQQ
i 00r^ m (N
oo1bullr
oo r~ fl 8 ro
(N (N
IX
Table I Recommendation Summary Table for DioxinsFurans
A - Accept results
J1 - Preservation criteria not met J detects UJ non-detects
J2 - OPR criteria not met J detects
J3 - Field duplicate precision outside criteria J detects UJ non-detects
J4 - Internal standard ion ratios outside criteria J detects UJ non-detects
J5 Analyte concentration outside the calibration range J detects
J6 - Analyte concentration saturated the instrument detector J detects
J7 - Clean-up standard recovery outside criteria J detects UJ non-detects
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Ms Christine Clark March 23 2001 Page B-01-03-Z-04
Revised April 6 2001
System Performance
No major trends were noted Data validation indicated that poor field duplicate precision and ion ratio of the internal standards outside method acceptance criteria were due to the interferencecontribution from the high concentrations of native analytes in the samples and not poor laboratory performance
Very truly yours
LOCKHEED ENVIRONMENTAL
Maria E Baca Senior Scientist
Louis Macri ESAT Program Manager
cc Neil Handler EPA RPM
Attachments Table I Recommendation Summary Table Table II Overall Evaluation of Data Data Summary Tables Data Validation Worksheets QAPPSAP CommunicationPhone Logs
u-i O Q ^O
i ^0
0 OH mdash1 lt
H ^O laquobullV
o mdashraquo OS lt
Q m O CU H - - -
_ - (1
laquo
f^
(NOa lt
~
to
pound ^ ^ f t r i vO bull
(N0oi bullmdashraquo
lt
CO O L^3 C3
rshy
0 Di lt
tN
o O 0in 00
ooi lt
-i
o 00 001
0 ltN
oai lt
^O
TT
-
ri
_
ri
-
rshy
-
m
-
^
-
^
-
f
U-i
^
i^i shy
o rr
bullmdash1
bullO
rshy
sD TJ-
1237
8-Pe
CD
D
|| 12
3478
-HxC
DD
1 12
3678
-HxC
DD
1 12
3789
-HxC
DD
1 12
3467
8-H
pCD
D
1 12
3478
-HxC
DF
1 12
3678
-HxC
DF
1 12
3789
-HxC
DF
1 23
4678
-HxC
DF
1 12
3467
8-H
pCD
F
1 12
3478
9-H
pCD
F
D u o 1 12
378-
PeC
DF u
QU
U_ Q
QVI O Z JU o C3
00 Com
poun
d QCJ
ltQQ
i 00r^ m (N
oo1bullr
oo r~ fl 8 ro
(N (N
IX
Table I Recommendation Summary Table for DioxinsFurans
A - Accept results
J1 - Preservation criteria not met J detects UJ non-detects
J2 - OPR criteria not met J detects
J3 - Field duplicate precision outside criteria J detects UJ non-detects
J4 - Internal standard ion ratios outside criteria J detects UJ non-detects
J5 Analyte concentration outside the calibration range J detects
J6 - Analyte concentration saturated the instrument detector J detects
J7 - Clean-up standard recovery outside criteria J detects UJ non-detects
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
u-i O Q ^O
i ^0
0 OH mdash1 lt
H ^O laquobullV
o mdashraquo OS lt
Q m O CU H - - -
_ - (1
laquo
f^
(NOa lt
~
to
pound ^ ^ f t r i vO bull
(N0oi bullmdashraquo
lt
CO O L^3 C3
rshy
0 Di lt
tN
o O 0in 00
ooi lt
-i
o 00 001
0 ltN
oai lt
^O
TT
-
ri
_
ri
-
rshy
-
m
-
^
-
^
-
f
U-i
^
i^i shy
o rr
bullmdash1
bullO
rshy
sD TJ-
1237
8-Pe
CD
D
|| 12
3478
-HxC
DD
1 12
3678
-HxC
DD
1 12
3789
-HxC
DD
1 12
3467
8-H
pCD
D
1 12
3478
-HxC
DF
1 12
3678
-HxC
DF
1 12
3789
-HxC
DF
1 23
4678
-HxC
DF
1 12
3467
8-H
pCD
F
1 12
3478
9-H
pCD
F
D u o 1 12
378-
PeC
DF u
QU
U_ Q
QVI O Z JU o C3
00 Com
poun
d QCJ
ltQQ
i 00r^ m (N
oo1bullr
oo r~ fl 8 ro
(N (N
IX
Table I Recommendation Summary Table for DioxinsFurans
A - Accept results
J1 - Preservation criteria not met J detects UJ non-detects
J2 - OPR criteria not met J detects
J3 - Field duplicate precision outside criteria J detects UJ non-detects
J4 - Internal standard ion ratios outside criteria J detects UJ non-detects
J5 Analyte concentration outside the calibration range J detects
J6 - Analyte concentration saturated the instrument detector J detects
J7 - Clean-up standard recovery outside criteria J detects UJ non-detects
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Table I Recommendation Summary Table for DioxinsFurans
A - Accept results
J1 - Preservation criteria not met J detects UJ non-detects
J2 - OPR criteria not met J detects
J3 - Field duplicate precision outside criteria J detects UJ non-detects
J4 - Internal standard ion ratios outside criteria J detects UJ non-detects
J5 Analyte concentration outside the calibration range J detects
J6 - Analyte concentration saturated the instrument detector J detects
J7 - Clean-up standard recovery outside criteria J detects UJ non-detects
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
E 3bulla
2 o
C 03 2 Q
sect
lt w a gt w O
V3
J
1
5
1
c
Z
Z SO gtgt c =
^ S--S2 E|
S bull gt
X o 5
0
U
=
3
1
w S - o S S S cz
111 pound5
18 If
bull1
it
raquo
Uo
sectU
gtgt 1
pound(5 u c
41 I- U yen
gtbull15 5bdquo^ K u 1S shy 13 x r a
|1^gt1 i J=poundJ ^ 3
l|l|| 1 |J ||I
trade 4 j 2 l - gt ^^ r3lt~s
itlil i I ibull O ^ h ^ u Jj _SS ^U
Illl deg sect i i a 1 | J s bullpound J|8
|||||| | |s| |ls C u E C Q u 1 3 W O c n laquo ^ - s o g u sect trade laquo ^ laquo 0 laquo i u Q sect - l 8 ^ - 8 pound 0 pound gt - S a Q = raquo ^ i i ^ w T S V p t e trade [ j ^ c sect 1 S-8 5 bull S F sect sect o s ^ S
h ill IS j||jl| jl Jjj lljf ililil ti iii |ifi
H Hi lilt liilll al ail lili
o | g~
S g -g i u us S5 Ho ^ S =
3 deg cr
c
0 0 f
amp sect M pound 1s g CT
bull8^ 1=5 laquo pound I pound so lt5 laquo laquo
if If if If
lip |s| j f f f jht 1^ t s s f J l I 5 -s laquoi 1 shyi sect E t K ^ i u j - s s l e - g y C ^ H u ^- C S flj CS Q bullbull O bull Q j ^ ti
^ N ^ J r 5 t n ^ ^ S ^ ^ ^ S
Jills Illll itlllllll
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
O O
t- t- O CM (N Q O O ^
g Cpound UL -1 lt lt (O
bull3
S ogt
3 ~m CO CQD 2r I XQ Q
pound Jo
S S D- Q LU
I- I- O CM CN Q O O
a ct jlt lt co
Is- il O (D O oo m ^shy o ~ ~ laquo O (
CM Ol OO i-bull bull
bull - T CO CO CD
to r-S shy
0gt o o
NU
MB
ER
AR
01 S
S0
1-S
S02
OC
AT
ION
AR
01 S
S0
1 S
S02
MA
TR
IX
SLU
DG
E
DG
E
8-T
CD
D
78
PeC
DD D
47
8 H
xCD
D
D6
78
H
xCD
D
78
9H
xCC
DD
46
7 8
-pC
D
s s 0 deg
iilu
Q Q Q O U Q Q
Q H Imdash Imdash h - J mdash H V mdash H
8_
p p p deg p p p p
ITY
LE
NC
Y
OLIDID
SS
DIL
FA
CO
R
AM
PLE
DIP
DA
TE
OF
RE
CE
IPTT
EX
TR
AC
TIO
N D
AT
E
AN
AL
YS
IS D
AT
E
LA
B S
AM
PLE
ID
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Region I Data Review Worksheets
Site Name MO hawk la n tnlt Reference Number 07CLA-OO
DIOXIN DATA REVIEW WORKSHEET
The following data package has been validated
Lab Name AXV5 Aft SerWces Tech Spec Methdd No CaseDASProject No 3 9 Samplmg Date(s) SDG No Shipping Date(s) No of SamplesMatrix Date(s) Recd by Lab
Traffic Report Sample Nos _gtpound(-S50 t qg_0J-SSP3
Equipment Blank Nos Field Duplicate Nos PES Nos
The Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxmFuran Analyses May 2000 and Region I EPA-NE Data Validation Functional Guidelines for Evaluating Environmental Analyses December 1996 were used to evaluate the data andor approved modifications to the Functional Guidelines were used to evaluate the data (Attach modified criteria from EPA approved QAPP or amendment to QAPP)
The general criteria used to determine the performance were based on an examination of
Overall Evaluation ot Data amp Potential Matrix SpikeMatrix Spike Duplicate Usability Issues Laboratory amp Field Duplicate Analysis Data Completeness (CSF Audit-Tier I) IntemalClean-upRecovery Standards PreservationTechnical Holding Times Sample Analysis amp Identification PE SamplesAccuracy Check Sample Quantitatton amp Total Homologues Window Defining Mix Estimated Detection Limit (EDL) amp Estimated Maximum Possible Initial amp Continuing Calibrations Concentration (EMPC) Chromatographic Resolution Toxicity Equivalency Factor (TEF) amp Isomer Specificity Instrument Sensitivity Check Required Sample Reruns amp Second Column Confirmation Blanks System Performance
Definition of Qualifiers
A - Acceptable data J - Numerical value associated with compound is an estimated quantity R - The data are rejected as unusable U - Result not detected EB - Compound detected in aqueous equipment blank associated with soilsediment samples
Validator fV Date 3 20
1000
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Region I Data Review Worksheet
1 DATA COMPLETENESS
MISSING INFORMATION DATE LAB CONTACTED DATE RECEIVED
l~lpctoe I COCOG bull
ltLgt^I
Reviewer fSx^lt2^ Date 5I2OI
1000
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
o o
00 s OS
lts
OS
O iQ fff ^
0
O
oo
o 2 c
1E uo
T3 Uo T3
U c c laquo VTi sect
2 CO 4 Q _
2 E f
iltgt oO c
eo S E 3
c
Q i
Cpound m 0
sect2 i-D
E U
be
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Z o o
^_ c a CJ
^^
bullpound Iu 0ltJ IU
OS
bulla ( C
1 Q
c Z
bullTXv3 0
VI
(shy2ltZ
O a S O U
on
3
4shy
LjJ
UJ O
g o
^gt ^ CU
iU 2 -1 SCJ 41 h-
Slaquoj 2 onon
2O
ltu
~ u
2 tl M Si
5 U jQ
bulla poundn laquo
_ o
sect=ff-3K a
H
jmdash
Q
Q ^gt
u = O u Cl 2 on 2u ltu
0
o O
o
O
UJ
r5 mdash
^5 B 53
1 ij
u
^ c
o=
lt
S
Q2
8 Un ^3 ^2 ^trade J g 3 ^
2
I
ra CL X
c on
2 Cpound
o (S IU
s sectu
opound
S o
c O
2
g
1 V5 U
uu0
on
o (J Crt on
1 CsJ
u c a
u b
u c
^gt
cl U
O
s f-
mamdash
260
CL
lt a
c O
lt2 2r re 1 4J ^~ c C3
E mdash u _ m on Z cn u
laquo
g 1tj a = u3 U on
cu ltu r
O
u
o c ^
1bullmdashltlaquotu
1 cl on
S - gtbull5 obulls lt
ic u -gt ^ Ugoi
bulltrade S
U
bullshyO z
QH
2 u o
m
O E
1 5Z ~CL
C
)
LU
5buQi
oLL
co 2
o U
o ro
v a^V l
mdash Q rn
1 ^
bullraquo bullraquo
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Region I
Data Review Worksheet
IV
I
2
WINDOW DEFINING MIX
Were the PCDDPCDF isomers reported within the defined windows
Was the WDM run at the required frequency
Evaluation List any of the PCDDPCDF homologues which were outside the retention time windows
5orN
WDM Date RunID
flc)
Retention Time First Isomer
-2816
Retention Time Last Isomer
TCOF
Retention Time Of Homologue Outside
Window
Sample No
23X1 -
Hpcofi
TctgtJgt
Validator Date
1000
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
sect3
t_
5 C c
^ U w c ySO S
sbullo laquo ^ 2 S U u 0 shy
f i o 3 mdash
bulls 2c pound -g
u ra
bull T3 Q
00 3 3 Q 0
V l
u 3 -S
3 5 5 O
oc 5 u mdash gt
U= c
w u H 5 ~ Q
S IS 5 ^ 3 1rN laquo s -C o M rshy c
o ut U
3 U
a u apound
L1 C laquo Q tgtlt raquou c
I 1 U mdash -o 22
WJ
C Smdash as c mdash
Z3 lto U deg J= laquo
11
U
c
5
-r a bull7ltfc
VI mdash
o 15 O ij
o crt 5iW
Sis wT trade L mdash
Ua o
Z O
ltT = 2 0 lt5 ~ as
Qc os 5
U Vgt c lt= 0
SS laquo ^=y s s raquo mdash X mdash 1 Cshy 4gt
amp l S s -S shyS2 u bulllaquo laquo
vo J= = 5 -V rshy c o
O bulloc
2 o z
z
1 pound o O
laquobullsect ^ s 0 gt
cd
u
o laquo^ ~ 0 5
u c
z V = Q
ra
I |
c u 0 z
as a c S
11 (A mdash
5 pound
U J 0 = wt Cpound S shy
laquoglu Q u gt CJ Q
u tw
a u c
en
15 u c
o
H Z
ra~u-ar^-
lt= S laquo JO mdashj= a -3 C C u
o a 8 C 9 x
on -ai
^
11 u
ISem 5 u a
3lt3ltQ O
0bullS^
CC
Oi i 0 vlaquo U = ^ ^
S|S P sect S
u
O
O 03bullo
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
1 mdash lt
_ue Sdeg0 c- 5 u laquoU T3 laquo OObulla^S
g - = pound ^wi mdash ^ t3
oo S E 0 c
- 5 o laquo c O u O O
^
laquo - S pound - i mdashshy^
o o
bull2-1shy= 5 2 - 3 - =
|S2l0 = 0 ^ -
6laquo2l C e o 1 -
bullaSg 1 ^ ^ E g ^ iiy iiy ra Q
s-g Q tj
1= in lt
2igtmdash
ltO
sect c u O r a c ( j - i
l|li ill ^ gt ^ c = mdash = pound _^ 4gt CO imdash ra o 3 mdash
Sf gl -sf s = S i 2 ^ sect U i 3 ^ o = j= mdash = degdegS^ S =
r j o r a s S ^ o 5 a t g 1 S o g shy pound = u g - 2
S i l s s l l g s mdash mdash = mdash n ~ laquoshy E mdash laquo
S ^oili c S ^ i g l
C
a = S u a
c n e3 ^
l|l O tfl ^
o t-a
1
t Sis ~ C V (2 apound o ^ o bull3 deg cn li n g Ji shy0
g u bull I 5
o shy shyg bdquoS ^ o 2 bull mdash 9 S shya 2 c oS i 1 Sgt ^ bulllaquo = e =
tn
C
E g o O
bullo u
S
c 2 pound a
4 IIJIJ vj) 1 1 1 1 1
z o
C c
o
p Qpound CD
U
U
Z ^
i i 8 Si i lt 3 -I Z
H Z
Z degS u
o
c
1
o U
I = c ^ | Z tS shy=
H -t-
1=3 cb JL
^ _ ~ bull
sect ^ ~^^
^
^ c ~ o
11 c mdash 2 S 2 a o = wraquo mdash
O c O H aO
c
C 3
bulla shyo
c pound2
mdash mdash
i CO I 5
III u o pound
ltN 21 S
O C (H S o LL ^ a uj S
ra
mdash o c o laquo u c
1 Cl
n 0
oiO -S 4gt
U JS
O
mbulla
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
AC6 Region I Data Review Worksheets - (1613B)
Vd Calibration Verification Acceptance Criteria
PCDDPCDF VERConc (ngml) VER fngmL)
2378-TCDD 78-129
2378-TCDF 84-120
12378-PeCDD 39-65
12378-PeCDF 41-60
23478-PeCDF 41-61
123478-HxCDD 39-64
123678-HxCDD 39-64
123789-HxCDD 41-61
123478-HxCDF 45-56
123678-HxCDF 44-57
123789-HxCDF 45-56
234678-HxCDF 44-57
1234678-HpCDD 43-58
1234678-HpCDF 45-55
1234789-HpCDF 43-58
OCDD 79-126
OCDF 63-159 iC2-2378-TCDD 82-121 l3C2-2378-TCDF 71-140 13C-12378-PeCDD 62-160 l3C-12378-PeCDF 76-130
3Ci-23478-PeCDF 77-130 l3C-123478-HxCDD 85-117 l3Ci-123678-HxCDD 85-118
3C-I23478-HxCDF 76-131 uC-123678-HxCDF 70-143
3C-l23789-HxCDF 74-135
3Ci-234678-HxCDF 73-137
3C-1234678-HpCDD 72-138 3C-1234678-HpCDF 78-129 13C-1234789-HpCDF 77-129 I3C-OCDD 96-415 37Cl-2378-TCDD 79-127
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only
SEE 8DFA 8BFB (PCDDPCDF Calibration Verification) Form VIII-HR PCDD-I and Form VIII-HR PCDD-2
Validator Date
1000
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
1 12300 Region I H 2100Data Review Worksheets - (1613B)
Vc Initial Precision and Recovery Acceptance Criteria
PCDDPCDF 0W Cone (ngml)
2378-TCDD 2378-TCDF 12378-PeCDD
12378-PeCDF 23478-PeCDF 123478-HxCDD 123678-HxCDD 123789-HxCDD 123478-HxCDF 123678-HxCDF 123789-HxCDF 234678-HxCDF 1234678-HpCDD 1234678-HpCDF 1234789-HpCDF OCDD OCDF l3
-^J5-lUlJU
upgt-M
-2378-TCDF -iI3r -121378-PeCDD -i I3p -I2378-PeCDF ^iIJr -23478-PeCDF I3-i
ci i-123478-HxCDD I3c-123678-HxCDD 13c-I23478-HxCDF I3p-i-123678-HxCDF 1Jr-i-123789-HxCDF I3r -234678-HxCDF -i I3ltshy
-i -1234678-HpCDI 13r -1234678-HpCDF ~i l3Cr1234789-HpCDF 13C12-OCDD 37Cl4-2378-TCDD
Range IPRfnamLI Vl
83-129 87-137 38-66 43-62 36-75 39-76 42-62 37-71 41-59 46-60 42-61 37-74 38-65 45-56 43-63
74-146 28-134 31-113 27-184 27-156 16-279 29-147 34-122 27-152 30-122 24-157 29-136 34-129 32-110 28-141 41-276 39-154
All ranges are given as concentration in the final extract assuming a 20uL volume for High Resolution only SEE 6DFC amp 6DFD (PCDDPCDF Initial Precision and Recovery IPR) Form VI-HR PCDD-3 and Form VI-HR PCDD-4
Validator Date
1000
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Region I Data Review Worksheets
VI COLUMN PERFORMANCE RESOLUTION CHECK (Method I6I3B amp 8290A)
Date ID
Was the chromatographic resolution of the TCDDTCDF isomers and the in the CC3 or CS3 solution far DB-5 columns calculated for each 12 hour period ^mdash^^
Valley -TCDD -TCDD (QC Limit s 25)
Valley -TCDF -TCDF (QC Limit s 50)
For DB-225 columns
Valley -TCDD -TCDD (QC Limit lt 25)
Valley -TCDF -TCDF (QC Limit i 50)
ACTIONS
A If the GC resolution criteria do not meet specifications the positive hits will be qualified as J All tetras and hexas (for both dioxin and furans) will be qualified The heptas are not believed to be affected OCDD and OCDF are not affected as there is only one isomer in each group No action is taken for non-detects
B The criteria for chromatographic resolution must be met for all standards and the reviewer must use professional judgement on the severity of the problem and its effect on the final results
Validator Kamp Date 320
1000
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
0 53
0 o
OJ
re Q
3 U
h gt0
00 Oo
O CO
Q) c
cj 0 u
re Q
c o U
Com
pound -a
a 8 o o V) U
0
C u E
1 Inst
rum
ent
l-i VI ffl
II GO ffi
a
re
X L
re
Xc
re c re
T3 agt re
a x
bZ re s
re Q
lt u re Q
u re ltu
ffl
2
bullas4t aSpound 2
Z
3 -2mdash
gt
22C3gtJ-
n 13
re T3 pound
re amp
c re
bulla o
u E
re
E re
o u
2 JO ltu
c u E
T3 iiO re
c _re O
ltu re
u E Q
a-LU
bulla u
re
X
re Q
^ ST
S
re t3
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
i o o
o S O
i ra TJ Q
I- = I i
en = 03 _sect e5 wraquo C 2
i
Vo Vo
I00 00 = urt-
II S ^ (rt
^ Z2 sK pound laquo
I s OS OS
2
i 3 ltS
Ilaquo
laquo mdash 51jT g
B 1 i1 Ia 5 o u
00 u -deg 3 sect i
u
2
u
a amp poundu I uai I s 3
I Sff-5 ltn Cs i ii DO l l
11
O _poundo laquolaquo U 35 2Ll
gt bull5 S S 42 J bullS I-i = V
gt c = 5 2 vi
a 7 5 1i_ Cfl sect I ^i
bull= -2 I Z -9 mdash
i -o s 3 2 | sectu mdash S gt a O o V3
| bulla 09
c gt olt CJ
Com
po
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Region I Data Review Worksheet
VIII MATRIX SPIKEMATRIX SPIKE DUPLICATE
MethodTechnical Specification Reference
Limits Recovery QJ^cU RPD ^
A Of
Default Limits Recovery (50-150) RPD (50)
List all MSMSD analytes that are outside QC acceptance criteria
Compound
2378-TCDD
2378-TCDF
12378-PeCDF
12378-PeCDD
23478-PeCDF
123478-HxCDF
123678-HxCDF
123478-HxCDD
123678-HxCDD
123789-HxCDD
234678-HxCDF
123789-HxCDF
1234678-HpCDF
1234678-HpCDD
1234789-HpCDF
OCDD
OCDF
MS MSD RPD Method QC Limits Concentration RSD Action
Rec Rec Rec RPD Unspiked MS MSD
Sample
rtlt7MOshyml ampampgtamp ^gt3po 1
ACTIONS
If recoveries are beyond MethodTechnical Specification or 50-150 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
If RPDs are beyond MethodTechnical Specification or 50 recheck all calculations See Region I EPA-NE Data Validation Functional Guidelines for Evaluating DioxinFuran Analyses May 2000 for specific guidance used to flag data
Validator Date
1000
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Region I Data Review Worksheets
LABORATORY ANDFIELD DUPLICATES IX 4DFI
MethodTechnical Specification Reference
Limits RPD Default Limits RPD (50)
Was a duplicate run for each matrix Yes [ No [
The RPD of each analyte detected must be within the MethodTechnical Specification or 30 of the acceptance range for aqueous or 50 tor solids
SAMPLE ID 4 gfl2-TlPP3 DUPLICATE ID 9 $bulllaquobullbull
Compound Sample Sample EDL Duplicate Duplicate EDL RPD Action
Cone Cone EDL 2xEDL EDL 2xEDL
2378-TCDD
2378-TCDF
amp0
lt a amp
u -poundgt
JtO
12378-PeCDF
12378-PeCDD
23478-PeCDF
Wtshy9tfshy1403
3 3 M- l(3
llt0
K
123478-HxCDF 511 Wb 40 123678-HxCDF I M W 123478-HxCDD
123678-HxCDD
5 lt lto^
9f W50
10$ ampgt
123789-HxCDD $OiO Cgt4poundgt IV3 234678-HxCDF ml WO bull 60 123789-HxCDF mdash s 1234678-HpCDF
1234678-HpCDD
mdasha500shyWoO
mdash3^v 65 QW ^
Jr^
1234789-HpCDF
OCDD
OCDF
tow W-000 itoov
J 6^ (T-QOOOshy
19L20V
36w ^ Y
ACTIONS 13 If RPD is greater than MethodTechnical Specification or 30 for aqueous or 50 for solids flag all positive results J and non-detects UJ in the field duplicate samples Recheck all calculations if the duplicate precision is beyond the specified range Professional judgement should be used to ascertain effect on the final data despite sample concentration
Validator Date 3i3Cl
1000
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
o o
O
c$ C -
3 oO
ij ra
U OV
3CO c
u ^~ bullV
rv -Q
^O
5^y
rV ^s
u u
Cj C
1 ubullJ
o
ltU
a3
o cc i
bullJbullj
fi a ua c 0 a Qa U- u c a pound c c c O
bull3 c c C u u o o u u c Du rj X X c
2346
78shy
2347
89-1
rt X Zu oo rraquo pa oo oo oo oo OO
5 cOO oo oo OO vO 00 bullo r- ^oo 00 oo bull gt c oo m T m
u rn (N m (N ltN (N fN
Q ^ 1 1 i t i i i i i i 1 i 1 i y
93 o u U U O U O U u o U bullJ CJ u CJ bullJ U
OQ
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Region I Data Review Worksheet
XI Sample Analysis and Identification (1613B)
List any sample and analytes which did not meet identification criteria
SAMPLE No AXOi -sSVJshy ^RD ji ~ rpo NATIVE ANALYTES RT SN Ion Ruio RT SN Ion Riuo
378-TCDD
237U-TCDF 0amp(Q6fOM) 12378-PeCDF I $l fl ^ ^f )
i37S-PtCDD
3J78-PeCDF
HWS-HxCDF
i3678-HxCDF
123478-HxCDD
i3678-HxCDD
iJ7|oHxCDD
3478-HxCDF
123789-HxCDF
123-1678-HpCDF
1234678-HpCDD
123-1789-HpCDF 12 (0$$-lpoundo) OCDD
OCDF
INTERNAL STANDARDS VS RECOVERY STANDARDS
C-1378-TCDD
C-2378-TCDF
bullC-12378-PeCDD
C-12378-PeCDF
bullC---3478-PCDF
t-i3-478-HxCDD
C-ID678-HXCDD
bullC-ID478-HXCDF
bullC-I23678-HCDF
C-l2J7raquo9-HxCDF
bullbullC-a467l-HxCDF
bullC-l23467raquo-HpCDD
C-1234678-HpCDF
C-1234789-HpCDF
X-OCDD IdLvH-ltshyCI-2378-TCDD
RpoundCOVERY STANDARDS
C-I234-TCDD
C-123789-HxCDD
WOQ-TPO c of tC OCW lHO
Validator Date
1000
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Region I Data Review Worksheets
XII SAMPLE CALCULATION (Method 1613B and 8290A)
1 Do all soilsediment samples have solids greater than 30
2 Did the laboratory increase sample weight to compensate for solids
If no list sample numbers
ift~~
( Y of No
Y o r N o
3378-TCOP
f
303
2 5 x Q x (H j + H 2 )lii ll xmdash
W o r V ) x ( H i + H 2 ) x
Qis x (A i + A 2 ) x D Concentra t ion (ngg) = bull x x
or V) x ( A i + A ) x
(W or V) x (A l + A 2 ) x IS IS A
where
Qis i = Quantity (ng) of appropriate internal standard added to sample before extraction AA1 = Integrated areas of the two quantitation ions AA- = Integrated areas of the internal standard quantitation ions W = Weight (g) of sample extracted V = Volume (L) of sample extracted RRF = Calculated average relative response factor from the initial calibration H1 + H
= Peak heights of the noise for the quantitation ions
HI + Hit = Peak heights of the internal standard quantitation ions D = Dilution
Validator MB Date 3^0
1000
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
zzzz zzz O o
gtraquo
_
ltu
3 bulla u o ufc lt VI u o CO
bulln
oshy2 L^ U bulls
blaquo bulla a
U c
bull0 V
0
a CO
03 g (N ^3 A VI U C bull2 t1 _ CO Gpound S -o 3
to C ashy13 CO u O o
5 1 c T3 41
o a r m mdash A gt a C U T3^ s 2
ltU
bullbull C
S s gV 3 in s S pound HI
afl laquo -A 1 CO obull_ o ^ t = u -J 3 3 laquo 0 S O1
oU laquo bullo
bull5 ^ ^j o V _ mdash
gtraquo ^ laquobull= Ebullo ~ o m ltlti
v) e 3 O
U u 3-a
s s 1 S 03 laquosectg5
u S U 9-S laquo A E d
tn |8laquo
5 degsi S 3 J SEP e bull 03 laquoJ -Q u ^~shy m | ltU
laquo ^ c to bull mdash - laquo
g 5 cLE laquo1 O ea CDlaquo t) S QHUa 1 pound 00u mdash
f s laquo uo C bullmdashJ=O laquo laquo1 3 tt 10 laquo laquo 2 bullgt ^^ m o
I SO X deg 15 S | ao T3 C JO
CO CO lt~ -J ^ ^w bull bull bull
Com
po
1C l
im
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
bull bull bull bull
o o
| O
^Htj g u c
CO
c^shy2C o
C u
gt U u ltu c c u u c ltu
TD 1 -2 ii re -o
u = O a 2
sectQ X poundbull u u pound gt Z
^Jn to H
en
trade J 2^ a T3 bulla S 1-1 Cbulla c w _= a bullpound 1 55 bullsect bull= gshy
laquo g i cshyc bull- re 2 0 U gtv O LH
O dl U ^^ M] 15U c ^ o deg ~
c2 mdash ^-A tgt w deg _o -a C0 = = fc r 1 C W U
03 ^y u a laquo o bull= c Ea w ^ bull mdash
Q
1 a C Olil u
u III d
1 i i -s O u o to o ~ u _ laquo jB u^ op~ o C LH ( ^ C
X in bull 3 0 |bullau c lt0 CO O 3gt o i- mdash XI a a pound c ltn
E o ra ltu c o Q C u U 0u Q O mdash o CO O U 4J
en = mdash bullpound bullpound gU 03
Cfl laquo laquo
VI W 4i 4i i_ CO O O O bull~n o I Q Q QU ha
UO
O to EU U U01
V laquoB o K C U
Com
poun
d
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
- - - -
_k _ |O _i U)O rt rtoc ^^ to M to to M eo 0) 0)OO CO CO CO CO CO -J crM 3 3 O oO mdashI D -u -vi en bullampbull -vi CD=bullbull m Iagt co -^t ~~t T3 O3=i I n co nChem
ical N
ame
O n S ltP ltgt ltgt TJ 3 15 1 1 1 CD n CD co
Z lt 1i io CD IE I IIoagt rjZ E I X X X X O O n n
BO bull5I X XX O rn 0 t)oI bulla a O O O O o a
Q) CO D D TI TI TI TII bull00000deg
O O o O O D - n n n O o O O D O O D O | O CD HIII Q)in -n Si co1
D sect CD O) m1
CP m M JO W
i mdash^ C30 oooooooooo o o o o o o - V m -^ mdash1 o -o o o - -raquobull - en o i n o CD foo-gt--gtooooocno o -gtbull o o o o o o gt -^ooooooooo -raquo O O O O 0 0
gtlt O) oooooooooo o o o o o o o i 18 Craquo3 10 co en 1 gt otf|w 1 ~ X~- O S
j bullo o O c ^i gl _^ 2 D CO o^-- 3o CJCD CJ1 m2 2 ltdeg toMM deggt Oo
X oo CD z - oo g j bull pound c co ^ ooo i
en o o -k co co co en ( m i-5 j i ES 3 j CO S3 3
1 ^ O Fmdash 0CO 3 CD -_x1 ^3 O c ^ 31 2 3 o 0 COo o o -3 O o en i 2 ~ IO OO O5 CO -gtbull i m CO O CD O) ^ o en ^j g j CO Q co i sect O OO00 -N O CO 1
s itt C 1 bull
71 co Zl CD ag i
CDo1 bullo mdash o O c bull0 3 ugt^n s U)m o|SS K BB- | CO
3 CU o o M -t coenco |
^5 gtioo 30 co ^0 ltD laquo - O imdash 0
T3 o toto i -i N3 -raquo --J i -S O sectQ gt M -j -gti to en 1
o o coenu 10 0 o o -gtbull co eoM u i CO o o o o -k en o |3 1
m
|si 7gt
^- O pound2 0 _ T3 0 c 1
H -J CD j bull^ 0to en eoCO
8O m O) o NJ CD M -gtbull -i -gtbull m CO
O) o o -u en oo to |X o o o o o o O - t ^ c n e o e o c T gt o o ogt o en -gti -raquobull | O
| g i CO 73 ^ O Oj T3 0 c to
N) -gtbull eo CD | 2 3 H to -gtbull en i M 8
M o en oo en to ^ lj 1 m en o o en oo to j go o o o o to co oo|
(D iiCO gti CO ^Qi ^^ O r~ oi T3 o C toN3 -raquo | 0 3 o
-S Oto o to en -raquobull en -J eo en to O TJ ogt o o ooNgt co u to m 0 co o o o o eo co i i en o o U o o U o o o c o c r f o o o o o -^ co |
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
SUPPORTING DOCUMENTATION
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
QAPPSAP (applicable sections)
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
January 11 2001 ERIFi leNo 2000-18
Mr John Splendorc P E New Hampshire Department ol Lnvironmental Services Waste Management Dmsion P O Box 95 6 Hazen Dme Concord NH 03302-0095
Re Preliminary Sludge Characterization Report JAN 1 2 2001
Areas I and II - Mohawk Tannery Site Nashua New Hampshire
bdquobdquo
Dear Mr Splendore
On behalf of Brownfields Recovery Corporation and Envnonmental Reclamation Inc GeoSyntec Consultants Inc (GeoSyntec) has prepared the attached data report for the prehmmaiy waste characterization of sludge in Areas I and II at the former Mohawk Tannery property located at 11 Warsaw Avenue in Nashua New Hampshire (the Site) Information contained in this report was based on the work conducted in accordance with GeoSyntec s scope of work dated October 16 2000 which was reviewed and approved by the New Hampshire Department of Environmental Services and U S EPA Region 1
The findings of this study based on that Toxicity Characteristic Leaching Procedure (TCLP) hazardous characteristics analyses of the sludge samples collected in Areas I and II indicated that the sludge is not characteristically hazardous as defined m 40 CFR 261 20 Additionally the results of the sample analyses did not identify any of the following characteristics ignitabihty corrosivity reactivity or toxicity
Please feel free to contact the undersigned for any questions
Sincerely ENVIRONMENTAL RECLAMATION INC
A Touet Project Manager
cc- N Handler USEPA Region 1 T Monahan Monahan Companies R Hall Crowell amp Monng LLP
Paul F Reiter LSP Senior Environmental Engineer
446 Waquoit Highway bull POBox 3596 bull Waquoit MA 02536 bull Tel 508^57-5020 bull Fax 508-457-5022 137 Newbury Street bull 7th Floor bull Boston MA 02116 bull Tel 1-617-859-1701 bull Fax laquo 1-617-859-1706
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Preparedfor
Environmental Reclamation Inc 137 Newbury Street
7th Floor Boston Massachusetts 02116
PRELIMINARY SLUDGE CHARACTERIZATION
INVESTIGATION
MOHAWK TANNERY 11 WARSAW AVENUE
NASHUA NEW HAMPSHIRE
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Road
Acton Massachusetts 01720
Project Number BR0029
January 2001
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
TABLE OF CONTENTS
1 INTRODUCTION 1
11 Background 1
111 Site History and Description 1 112 Regional Hydrogeology 2 113 Site Hydrogeology 3
2 OBJECTIVE 3
3 SCOPE OF WORK 3
31 Site Walkover 4 32 Plan Development 4 33 Sample Collection 5
331 Sampling Locations 5 332 Sample Collection Methods and Analysis 5
34 Sample Analysis 8
341 TCLP Analysis and Hazardous Characteristics 8 342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation
Analyses 9
4 ANALYTICAL TESTING RESULTS 10
41 Areas I and H 10
411 TCLP and Mass Analyses 10 412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation
Analyses 10
5 CONCLUSIONS AND RECOMENDATIONS 11
01R2901 i 010110
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
TABLE OF CONTENTS
(continued)
TABLES
Table 41 Data Summary of Hazardous Characteristics and Detected Compounds Table 42 Dioxin and Dibenzofuran Speciation Table 43 Chromium Speciation
FIGURES
Figure 1 Site Map of Mohawk Tannery
APPENDICES
Appendix A Scope of Work Appendix B Axys Analytical Data Appendix C AMRO Analytical Data
01R2901 ii 010110
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
1 INTRODUCTION
On behalf of Environmental Reclamation Inc (ERI) and Brownfields Recovery Corporation (BRC) GeoSyntec Consultants Inc (GeoSyntec) has conducted the following Preliminary Sludge Characterization Investigation (PSCI) for the Mohawk Tannery (the Site) in Nashua New Hampshire The work was conducted in accordance with our scope of work dated October 2000 which was approved by the NHDES and USEPA and is attached as Appendix A
11 Background
111 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (see Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Sub-areas of the Site referred to as Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process Three Source zones were identified at the Site in the Hazard Ranking System (HRS) evaluation conducted by USEPA in 2000 Source 1 is comprised of Areas I and n Source 2 is defined as the Secondary Clarifier Tank and Source 3 is comprised of the Areas IH through VH
Areas I and n are aligned parallel to the Nashua River and are classified by the USEPA as surface impoundments2 Both areas received wastewater from the hide preshytanning process previously located at the main facility After removal of solids through a screening process the impoundments received pre-treated wastewater for additional sedimentation and eventual discharge of the supernatant to the Nashua River The
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 2 Ibid
01R2901 1 010110
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
secondary clarifier unit was brought on line in 1981 after the completion of a new treatment facility Alkaline and acid waste streams were combined and routed to the primary clarifier discharged to Area I for sedimentation and then to the secondary clarifier prior to discharge to the Nashua River Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA Areas HI IV V and VTI are former disposal pits used for piling sludge dredged from Areas I and n Area VI was historically used as a series of settling basins for acid waste streams prior to discharge to the Nashua River These areas received sludge waste until the early 1960s when the new treatment process was built Areas n ffl IV V and VI have since been covered with fill Records indicate that Areas n and V have been covered with logs as well as a 1-2 foot thick layer of sand3
The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been listed
112 Regional Hydrogeology
Hydrogeologjc studies of the Nashua area show that surficial geology consists of glacial till deltaic deposits and recent alluvial terrace deposits These deposits are underlain by the Merrimack Group (bedrock) consisting of the Early Devonian Berwick Formation and Eliot Formation although the stratigraphic sequence of the two formations is uncertain The Berwick Formation occurring beneath the Site and in a four-mile radius trends southwest-northeast and is composed of metasedimentary phyUites granulites gneisses and schists with intrusions of granodiorite and binary granite The Site is located in the general area of the Merrimack trough which trends northeast and outlets eventually to the Merrimack River4
3 Ibid 4 Ibid
01R2901 2 010110
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
113 Site Hydrogeology
1131 Unconsolidated Deposits Aquifer
The unconsolidated deposits range from less than five feet thick on the eastern portion of the Site to approximately 80 feet thick to the west Depth to groundwater at the Site typically ranges from 4 to 31 feet below ground surface (bgs) and flows in a generally south-southwest direction The surficial deposits in the western portion of the Site along the Nashua River terrace consists of recent alluvium which continues to receive deposition during flooding Artificial fill materials have replaced the alluvium in select locations such as in Areas I and n
1132 Bedrock Aquifer
Bedrock underlying the Site is moderately to highly fractured The primary fracture system trends northeast parallel to the Merrimack Trough Bedrock ranges from less than five to 80 feet bgs across the facility property generally sloping in a south-southeastern direction
2 OBJECTIVE
The goal of the PSCI was to collect preliminary waste characterization data for the sludge present in Areas I and n at the Site The purpose of collecting these data was to gain an increased understanding of the waste characteristics of the sludge which are required to determine disposal options GeoSyntec achieved the objective of the PSCI with the scope of work outlined below and detailed in the following sections
3 SCOPE OF WORK
The scope of work included
bull Initial site walkover to provide background for subsequent work
01R2901 3 010110
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSvntec Consultants
Development of project-specific work plans
Collection of sludge samples
Laboratory analysis of samples and
Synthesis and reporting of results to ERI NKDES and USEPA
31 Site Walkover
GeoSyntec performed a reconnaissance visit to document the current conditions of the Site The walkover focused on the feasibility of sampling various locations and the equipment requirements to obtain the appropriate samples Areas I and II were easily recognized during the Site walkover Area 1 consisted of an embanked area with approximately 1-2 feet of standing water similar to that presented the aerial photo in Figure 1 Area n also consisted of an embanked area but was free of standing water at the time of the walkover However dense vegetation observed in the central area of the lagoon is indicative of wet soils The sample locations chosen in Area I and n are presented in Figure 1 Prior to field activities sample locations were located for municipal and private utility clearance GeoSyntec developed sampling techniques for the collection of representative samples from the complete sludge thickness in Areas I and n These methods are further discussed in Section 322 and 323
32 Plan Development
The development of Site-specific plans was undertaken subsequent to the Site visit Plans developed included a Health and Safety Plan (HASP) a Sampling and Analysis Plan (SAP) and a Quality Assurance Project Plan (QAPP) The SAP and QAPP were combined under single cover for this project Development of the plans relied on previous work conducted by GZA GeoEnvironmental Inc (GZA) and information gained during GeoSyntecs Site visit Data collected during GZAs 1985 investigations were evaluated and verified by the current conditions observed at the Site The HASP conformed to the Occupational Health and Safety (OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The SAP detailed the sample collection and analytical methodologies to be implemented during these tasks Quality assurance
01R2901 4 010110
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
objectives were also defined to ensure representative environmental samples were acquired and analyzed (GeoSyntec 2000) The sample locations and collection procedures are described in detail below
33 Sample Collection
331 Sampling Locations
Samples of sludge material were collected from Areas I and El The sludge material located in Areas I and n is assumed representative of the waste contained in Areas HI through VII This assumption is based on the understanding that the property has operated primarily as a tannery and other waste streams were not generated Further the sludge disposal locations in Areas HI through Vn were primarily derived from the dredging of Areas I and n The sludge disposal areas (Areas in through VII) were not sampled as part of this field effort Past sludge volume estimates prepared by others (GZA and NHDES) have indicated the majority of the sludge to be contained within Areas I and n
Sludge samples were collected at three locations in Area I using a boat and excavator and five locations in Area n using an excavator The sludge sample collection method was consistent with the ASTM standard D-4823 The sample collection locations are presented in Figure 1
332 Sample Collection Methods and Analysis
3 321 Area I Sample Collection
Sludge core samples were collected from three locations in Area I and identified as AR01-SS01 through AR01-SS03 (see Figure 1) The sampler consisted of dedicated ten-foot sections of two- and four-inch diameter schedule 40 PVC pipe At each location two cores were obtained to ensure homogenization and representativeness of the sludge material The pipe was manually driven into the sludge until refusal was encountered which ranged from approximately 6 to 9 feet below the sludge surface Table 31 presents the core specific sampling data From field observations refusal resulted from encountering native soil beneath the sludge which was confirmed upon retrieval Prior to retrieval of the sampler a sealed top cap was installed and a vacuum was applied to ensure sample recovery The sampler was extracted from the sludge using one of two methods
01R2901 5 010110
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
At a location where the excavator drove the sampler (AR01-SS03) the sampler was extracted using the excavator to pull back on the pipe with a slip yoke The sludge samples acquired using the boat (AR01-SS01 and AR01-SS02) were extracted by rotating and pulling back the sampler by hand The sampler was then split lengthwise for stratigraphic observation and sub-sample collection The Standard Operating Procedure (SOP) for sludge sampling and field headspace analyses of sludge samples were provided in the SAPQAPP (GeoSyntec 2000)
The sludge samples from Area I were observed to be homogeneous with depth and location throughout the area Sludge samples were characterized as a saturated black clayey material with hair and humus A strong hydrogen sulfide odor was noted The sludge from Area I exhibited high percent moisture content ranging from 72 to 82 percent by mass and decreasing with depth A Mini-RAE multimeter equipped with photoionization detector (PED) and 106electron volt (eV) lamp and additional sensors for gases including hydrogen sulfide was used for field headspace analyses of discreet sludge samples from three locations Field screening results indicated an increase in concentrations of total VOCs with depth (see Table 31) Hydrogen sulfide concentrations were fairly consistent and were above the calibration range of the instrument Collection of sludge samples for Toxicity Characteristic Leaching Procedure (TCLP) testing for VOC fractions were obtained from the sample interval of the core which exhibited the median headspace reading (AR01-SS01 through AR01-SS03) The core was then homogenized for the remaining TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses of polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) The remaining material was combined with subsequent sample locations within Area I for the collection of a composite sample (AR01-COMP) for mass analysis for pentachlorophenol and chromium speciation (ie total chromium versus hexavalent chromium) a duplicate sample (AR01shyCOMPD) was also collected for QAQC protocols
3322 Area n Sample Collection
Sludge samples were collected from five locations in Area n Demeter Construction services of Everett Massachusetts provided a 315 Caterpillar excavator for the
01R2901 6 010110
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
advancement of test pits in Area n The locations of the test pits (AR02-TP01 through AR02-TP05) are provided in Figure 1
Locations AR02-TP01 and AR02-TP02 were located on the northeast and northwest comers of Area n respectively Both test pits revealed similar subsurface features an upper sand unit from ground surface to approximately 6 feet bgs a lower sludge unit from 6 to 11 feet and a base unit of logs which were installed as a closure technique for Area II Remnants of what appeared to be a metal drum was observed in AR02-TP01 Samples in these two locations were collected with a hand auger from the impacted material of the lower unit The sludge material was a mix of gray colored sludge with varying amounts of sand and hair A moderate hydrogen sulfide odor was noted Field headspace screening results did not indicate the presence of VOCs at these locations Hydrogen sulfide concentrations were consistent and ranged between background and 10 ppm
Locations AR02-TP03 through AR02-TP05 exhibited similar waste profiles In these locations sludge material was observed from 15 to 12 feet BGS (see Table 32) The sludge material had a similar matrix to the samples collected in Area I The sludge could be distinguished as two separate units an upper black unit and a lower gray unit The matrix of the two units was similar consisting of a mixture of clay and sand with varying amounts of humus and hair Grain size decreased with depth Decomposed hides were observed in the sludge at AR02-TP03
The moisture content in Area n exhibited a range of 354 to 557 percent by mass significantly lower than Area I
Sludge samples submitted for TCLP VOCs analyses (AR02-TP01 through AR02shyTP05) were collected from a hand auger at a discreet depth interval The remaining sludge sample was then homogenized for the additional TCLP analytes which included semi-VOCs pesticides and RCRA 8 metals and for mass analyses including polychlorinated biphenyls (PCBs) and dioxindibenzofurans Additionally each homogenized sample was analyzed for reactivity (reactive sulfide and cyanide) ignitability and corrosivity (pH) A composite sample consisting of the remaining sludge material from locations AR-02-TP-01 through AR-02-TP03 was combined (AR02-COMP) and submitted for mass analysis of pentachlorophenol and chromium speciation
01R2901 7 010110
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
At each of the test pit locations in Area II a sand fill was observed above the sludge which varied in thickness from 15 to 6 feet A sample of this sand was collected from each test pit location and analyzed for total chromium A summary of the testing results are included in Table 32
34 Sample Analysis
341 TCLP Analysis and Hazardous Characteristics
Analytical methods utilized to characterize the TCLP extract and the bulk samples are included in the following table
METHOD TARGET COMPOUND(s)
EPA Method 8260 Volatile Organic Compounds
RCRA 8 Metals arsenic barium cadmium chromium lead mercury selenium silver
EPA Method 8270 Semi-volatile Organic Compounds
EPA Method 80818082 PesticidesPCBs
Reactivity Reactive sulfide and cyanide
Ignitability NA
Corrosivity NA
QAQC measures for the TCLP sample collection were limited to standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records The nature of the sampling method obviates the need for matrix spikematrix spike duplicate (MSMSD) samples However a trip blank was prepared and accompanied the samples The laboratory data sheets and case narrative are provided in Appendix A
01R2901 010110
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
342 Pentachlorophenol DioxinDibenzofuran and Chromium Speciation Analyses
Standard QAQC measures were observed in the collection procedures for these samples Standard operating procedures for sample labeling handling transport and tracking through chain-of-custody records were followed for these samples
One duplicate sample and MSMSD was collected for total pentachlorophenol total chromium and hexavalent chromium The laboratory MSMSD analysis was performed by the laboratory to confirm detected concentrations of analytes in the samples
Additional samples not included in the SAP were collected for total chromium and dioxindibenzofuran analysis Samples of the fill material encountered above the sludge in Area n were collected and analyzed for total chromium by Method SW6010B The results are discussed in Section 422 Additional sludge samples for dioxindibenzofuran analyses were collected from the locations AR01-SS01 through AR01-SS03 and AR02-TP01 through AR02-TP05 Originally the SAP only required the collection of two dioxindibenzofurans from composite samples of Area I and n
The following table lists the analytical methods used for each of the compounds
METHOD TARGET COMPOUND
EPA Method 8270C Pentachlorophenol
EPA Method 1613 Polychlorinated Dioxins and Dibenzofurans
SM 3500Cr-DEPA Method 7196A Hexavalent chromium
EPA 2007Method 6010B Total chromium
With the exception of dioxindibenzofuran testing which was performed by Axys Analytical (Axys) in Vancouver BC Canada AMRO Environmental Laboratory Corporation a state-certified laboratory located in Merrimac New Hampshire completed the analyses of the sludge samples Axyss and AMROs Quality Systems Manuals are included as Attachments to the SAPQAPP (GeoSyntec 2000) The laboratory datasheets and case narrative are provided in Appendix A for AMRO Laboratories and in Appendix B
01R2901 9 010110
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
for Axys Laboratories Alpha Analytical Laboratories was subcontracted by AMRO Laboratory to perform hexavalent chromium analyses
4 ANALYTICAL TESTING RESULTS
41 Areas I and II
411 TCLP and Mass Analyses
The results of TCLP and mass testing data for sludge samples collected from Areas I and n are summarized in Table 41
None of the sludge samples collected from Areas I or n were determined to be hazardous by characteristics Chromium was the only RCRA 8 metal detected in the TCLP leachate Concentrations of TCLP chromium were detected between 011 to 34 mgL or expressed as parts per million (ppm) in the TCLP extract from sludge samples collected in Areas I and n The maximum allowable leachate concentration for TCLP chromium is 50 mgL Some of the listed TCLP SVOCs detected in sludge samples included cresols pentachlorophenol 245-trichlorophenol 14-dichlorobenzene and 4-methylphenol The TCLP concentrations of these SVOCs were at least one order of magnitude less than the maximum leachate concentration of contaminants for the waste characteristic One VOC 14 dichlorobenzene was detected at a maximum concentration of 0088 mgL which is two orders of magnitude below the maximum leachate concentration for the waste characteristic TCLP Pesticides and total PCBs were not detected in sludge samples collected in Areas I and n The laboratory data sheets and case narratives are attached in Appendix A
412 DioxinDibenzofuran Pentachlorophenol and Chromium Speciation Analyses
Results of dioxindibenzofuran pentachlorophenol and total chromium species are presented in Table 42 Concentrations of these constituents in several samples were outside of the linear range of the specific analysis or saturated the detector due to the properties of the sludge resulting in a qualified data set The highest detections were from the hexa- (6) to octa- (8) chlorinated dioxins and dibenzofurans such as total hexa-dioxins
01R2901 10 010110
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
and dibenzofurans total septa-dioxins and dibenzoflirans and octa-dioxins (OCDD) and dibenzofurans (OCDF) The less chlorinated species were detected at lower concentrations including the tetra- (4) and penta- (5)- dioxins and dibenzofurans that are regulated at 0001 mgKg (ppm) pursuant to 40 CFR 268 Land Disposal Restrictions The laboratory data sheets and a case narrative are provided in Appendix B
The detection of several SVOCs (Table 41) in the composite sludge samples and the elevated concentrations in the dioxindibenzofuran analyses confirm that our samples exhibited similar constituents to the previous work at the Site by others The concentrations observed in the current samples are orders of magnitude less than what was observed in sludge samples collected during GZAs 1985 study however these samples were composited over larger areas
The results of the total and hexavalent chromium analyses are presented in Table 43 These samples were collected then spilt and analyzed for total chromium and hexavalent chromium The comparison of results is also presented in Table 42 The results confirm that the chromium in the sludge is predominantly trivalent chromium
Total chromium concentrations detected in samples collected above the sludge in Area H ranged from 51 ppm at AR-02-TP01 to 1800 ppm at AR02-TP-05
5 CONCLUSIONS AND RECOMENDATIONS
The PSCI was completed as an initial investigation of the disposal options for sludge present at the Site The data collected for TCLP and hazardous characteristics analyses indicated that the sludge in Areas I and n is not characteristically hazardous as defined in 40 CFR 26120 The results of the sample analyses did not identify any of the following characteristics ignitability corrosivity reactivity or toxicity
Although the presence of other analytes in the sludge (ie dioxins and dibenzofurans) does not render the waste hazardous by characteristics the sludge could potentially be considered an F series listed hazardous waste dependant on specific knowledge of its source Specifically a waste is considered F021 waste if it is from the production or manufacturing use of pentachlorophenol or of intermediates used to produce its
01R2901 11 010110
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec Consultants
derivatives However based on our knowledge of waste generated at the Site and usage of tanning chemicals containing pentachlorophenol the source is unknown and as such would not meet the definition of F021 If based on further knowledge the waste is determined to be F021 listed hazardous waste the presence of dioxins at concentrations above Land Disposal Restriction limits as set forth in 40 CFR 26831 will likely limit local disposal options
Based on the evaluation of the waste characteristic data conducted pursuant to 40 CFR 26120 for RCRA classification of waste materials its waste characteristics as measured in this study as well as other characteristics such as the need for solidification of sludge for transport the sludge could be transported to and disposed of at a USEPA and NHDES approved local landfill
01R2901 12 010110
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
APPENDIX A
SCOPE OF WORK
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GEOSYNTEC CONSULTANTS
Mr John Splendore PE Page3
(OSHA) requirements presented in 29 CFR Part 1910 and applicable NHDEP hazardous waste regulations The plans will detail die sample collection and analytical methodologies to be implemented during these tasks Quality assurance objectives will also be defined to ensure representative environmental samples are acquired and analyzed
Sample Collection and Analysis
Samples of sludge material will be collected from Lagoon Areas I and II The sludge material located in Areas I and n will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas III through VII were derived from the dredging of Lagoons I and II The sludge disposal areas (Areas HI through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and II
Sludge samples will be collected from up to three locations in Area I and up to five locations in Area II The samples will be acquired from a boat in the Area I and from test pits in Area II The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
Area I Sample Collection
Sludge core samples will be collected from up to three locations from Area I The sampler will consist of ten-foot sections of disposable two-inch diameter schedule 40 PVC pipe The pipe will be fitted with a sample catch and will be driven into the lagoon sludge until refusal Additional sections of pipe will be added if necessary From field observations we believe refusal will result from the intersection of the sampler with native soil The sampler will then be retrieved and split lengthwise for stratigraphic observation and sample collection Samples for headspace screening and VOCs will be collected at discrete intervals (eg every 2 feet) from the length of the core The basis for the selection to determine which VOC sample will be sent for laboratory analysis will be based on the headspace screening results Our Standard Operation Procedure (SOP) for the analysis of headspace samples is provided in the attached Sampling and Analysis Plan SAP The associated VOC sample with the
WCICUDAM) KBMCLWU
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Prepared for
Environmental Reclamation Inc 137 Newbury Street 7th Floor
Boston Massachusetts 02116-2916
QUALITY ASSURANCE PROJECT PLAN SAMPLE ANALYSIS PLAN Preliminary Sludge Sampling
Mohawk Tannery Nashua NH
Prepared by
GEOSYNTEC CONSULTANTS 532 Great Rd
Acton Massachusetts 01720
GeoSyntec Project Number BR0029
16 October 2000
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntecO
TABLE OF CONTENTS
1 DISTRIBUTION LIST 1 2 PROJECT TASK ORGANIZATION 2
21 Project Coordinator 2 22 Task Leader 2 23 Project Technical Staff 3 24 Analytical Laboratory 3 25 Excavation Contractor 3
3 Objectives 4 31 Data Quality Objectives 4
311 Analytical and Field Measurement Data 4 3111 Precision 4 3112 Accuracy 5 3113 Representativeness 5 3114 Completeness 5 3115 Comparability 5
4 Background 6 41 Site History and Description 6 42 Regional Hydrogeology 6 43 Site Hydrogeology 7
431 Unconsolidated Deposit Aquifer 7 432 Bedrock Aquifer 7
5 Sampling Locations 8 6 Sample Collection Methods 9
61 Area I Sample Collection 9 62 Area II Sample Collection 9
63 Sample Handling and Custody Requirements 10 64 Field Equipment Inspection and Maintenance 11 65 Decontamination 12
7 Sample Analysis Methods 13 71 TCLP Analysis 13 72 Pentachlorophenol DioxinFuran and Chrome Speciation Analyses 13
Target Compound 14 73 Quality Control Requirements 14
731 Trip Blanks 14 732 MSMSD 14
SAPQAPPdoc i 001020
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec C
TABLE OF CONTENTS
(continued)
TABLES
Table 1 Sample Volumes Preservatives and Holding Times
FIGURES
Figure 1 Project Organization Chart
APPENDICES
Appendix A Quality Control Statistics Appendix B Standard Operating Procedures Appendix C Laboratory Quality Control Manuals
SAPQAPPdoc iii 001020
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntec C
2 PROJECT TASK ORGANIZATION The Project Team consists of a Project Coordinator Task Leader project technical
staff analytical laboratories and Excavation Contractor The identification of these individuals and companies within the Project Team are presented in the organizational chart in Figure 1 The responsibilities of the key Project Team members are described below
21 Project Coordinator The Project Coordinator is the ERI representative having overall responsibility for
the Site The Project Coordinator serves as the key contact for NHDES and USEPA and authorizes the work conducted by the project team members The Project Coordinator will review deliverables for compliance with study objectives clarity and completeness prior to their submittal to NHDES and USEPA
22 Task Leader The primary function of the Task Leader will be to coordinate the sampling
activities ensuring that the activities are planned in a manner that is consistent with the project plans appropriate resources (human technological) are employed the scope schedule and budget for activities are set consistent with project requirements and progress on project activities is occurring at the appropriate rate to meet the scheduling and budget requirements Responsibilities include
bullreviewing field records for accuracy
bullprocuring the subcontracted services of excavation contractors and analytical laboratories and coordinating communication between the project team members and these subcontractors
bullscheduling and coordinating analytical services
bulldirecting data management and validation
bullcoordinating preparation of reports
bullmaintaining the QAPP SAP and SOW and
bullassuring that the information and data collected are compiled accurately and effectively for all team members to access and use and tasks are conducted consistent with the project plans
SAPQAPPdoc 2 001020
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GcoSyntec Co
3 Objectives The goal of this QAPP SAP is to outline the methods and quality controls that will
be implemented during the preliminary chemical characterization sampling of the sludge remaining in disposal lagoons (Areas I and II) at the Site The purpose of collecting these data is to gain an increased understanding of the sludge characteristics which are needed to determine disposal options This sampling event is a preliminary phase to develop a privately funded cleanup alternative for the Site
The work to be performed under this QAPP SAP is limited to the waste characterization sampling The data is not intended for risk assessment purposes and therefore is not subject to rigorous QAQC requirements The sample methods analytical methods and quality assurance objectives are outlined in the following text as well as general site conditions To the extent possible we have included methodologies accepted and practiced by the USEPA
31 Data Quality Objectives Valid data of known and documented quality are needed to address the objectives
listed in this QAPPSAP The data will be validated according to the following parameters
311 Analytical and Field Measurement Data The Data Quality Objectives (DQOs) for the analytical data collected under the
direction of this QAPPSAP are defined through the primary data quality indicators (DQIs) precision bias accuracy representativeness completeness and comparability (sometimes referred to as PARCC criteria) Appendix A defines the statistics that will be used to evaluate the DQIs
3111 Precision
Precision is a measure of agreement among replicate measurements of the same property under prescribed similar conditions Precision will be calculated as the relative percent difference (RPD) for laboratory duplicates (including matrix spikematrix spike duplicates or MSMSD) and field duplicates Field duplicates will be used for field parameters The frequency and applicability of these duplicates are discussed in Section 72
SAPQAPPdoc 4 001020
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSynlec Co
4 Background 41 Site History and Description
The Mohawk Tannery (formerly known as the Granite State Tannery) is located on a 30-acre parcel at 11 Warsaw Avenue in the City of Nashua Hillsborough County New Hampshire (See Figure 1 for Area Location Map) The facility produced tanned hides for leather products between 1924 and 1984 and is currently inactive1 The property is bordered by the Nashua River to the west by residences to the southeast and east and undeveloped areas to the north and southwest
Areas I through VII have been identified in previous studies as areas containing sludge wastes created during the tanning process These areas have been further divided into three Source zones Source 1 is comprised of Areas I and II Source 2 is defined as the Secondary Clarifier Tank from the former treatment system and Source 3 is comprised of the Areas III through VII
Areas I and II are located parallel to the Nashua River and are classified by the United States Environmental Protection Agency (USEPA) as surface impoundments Both areas were used to receive effluents from the hide pre-tanning preparation area of the main facility After removal of solids through a screening process the impoundments received the effluent for additional sedimentation and eventual discharge to the Nashua River Areas III IV and VI are former disposal pits used for piling sludge dredged from Areas I and II These areas received sludge waste until the early 1960s when a new treatment plant was built Areas II III IV V VI and VII have since been covered with fill Records indicate that Areas II and V have been covered with logs as well as a 1-2 foot thick layer of sand2
Sludge and liquid waste are currently being addressed in Source Area 2 under a Time Critical Removal Action by the USEPA The EPA has ranked the Site and determined that the Site is eligible for inclusion on the National Priorities List (NPL) but the Site has not yet been finalized on the NPL
42 Regional Hvdrogeology Hydrogeologic studies of the Nashua area show that surficial geology consists of
glacial till lacustrine delta deposits and recent alluvial terrace deposits These deposits
1 USEPA May 12000 HRS Documentation Record NPL-U32-2-R1 J Ibid
SAPQAPPdoc 6 001020
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSynlec Cc
5 Sampling Locations Samples of sludge material will be collected from lagoon Areas I and II The
sludge material located in Areas I and II will be assumed to be representative of the waste contained in all areas This assumption is based on the belief that the property has operated primarily as a tannery and other waste streams are not suspected Further the sludge disposal locations in Areas in through VII were derived from the dredging of lagoons I and II The sludge disposal areas (Areas III through VII) will not be sampled as part of this field effort however would be included in subsequent efforts if disposal options are favorable Please note that past estimates by others have indicated the majority of the sludge to be within Areas I and D
Sludge samples will be collected from at least three locations in Area I and at least five locations in Area II The samples will be acquired from a boat and an excavator in Area I and from test pits in Area n The sludge sample collection method is consistent with the ASTM standard D-4823 The precise sample collection locations will be determined by the GeoSyntec field technician and will depend on Site conditions on that day
SAPQAPPdoc 8 001020
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
63
GeoSyntecG
Sample Handling and Custody Requirements Indelible ink pens and waterproof labels will be used to label sample containers
All samples will be labeled with the following information
bull project name bull unique location specific sample identification bull date and time of collection bull analysis to be performed bull preservation chemical (if used) bull initials of person(s) collecting sample
If samples are to be shipped to the laboratory sample containers will be individually wrapped in plastic bubble wrap and secured with rubber bands A bed of bubble wrap should line the bottom of the cooler and samples should be spaced evenly on top of this bed Ice or reusable ice packs will be evenly distributed between the samples along with vermiculite or additional bubble wrap Bubble wrap should be set on top of the samples to fill the remaining balance of the cooler A detailed description of packaging and shipment procedures are provided in Attachment B
Complete all chain of custody (COC) documentation with complete information for each sample Double check that the COC corresponds with the actual samples in the cooler Sign the COC form including the date and time before relinquishing custody of the cooler and samples Remove the appropriate copy from the COC or make copies as necessary and retain with other field notes Place the original and remaining copies in a zip-lock bag to prevent water damage from melting ice Close the cooler or container If cooler is to transported to the lab by a third party secure signed COC seals over the lid of the cooler such that they span the lid and the side it contacts Transparent tape should be wrapped around the cooler over the COC seals as to secure the lid to the cooler
Upon receiving the samples the laboratory sample custodian will inspect the condition of the custody seal and samples measure the cooler temperature and compare the information on the sample labels against the chain-of-custody forms The date and time of shipment receipt by laboratory and name and signature of person receiving samples will be recorded by the laboratory on the chain-of-custody form The following
SAPQAPPdoc 10 001020
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
65
GeoSyntec Co
Decontamin ation Cleaning of non-disposable excavation equipment field sampling and measuring
equipment and personal protective equipment (PPE) will be performed to minimize the potential for cross-contamination between sample locations and samples and to minimize the potential for exposure of workers to Site-related chemicals Procedures for cleaning of PPE will be described in the Site-specific Health and Safety Plan Excavation equipment will be cleaned in a specified centralized cleaning area at the Site
Sample equipment shall be decontaminated between sampling locations or boreholes They shall be emptied of excess sample into appropriate containers as project criteria specify Samplers shall then be scrubbed with a brush in a clean waternon-phosphate soap solution to remove adhering soil material The samplers shall then be rinsed in clean water Samplers may also be cleaned utilizing steam Other cleansing agents or techniques may be required as outlined by any project-specific criteria and should be followed accordingly
SAPQAPPdoc 12 001020
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GcoSymecC
The following table lists the analytical methods to be used for each of the compounds
Method Target Compound EPA Method 8270C Pentachlorophenol EPA Method 1613 Polychlorinated Dioxins and Furans SM 3500Cr-DEPA Method 7 196A Hexavalent Chromium EPA 2007Method 6010B Total Chromium
With the exception of dioxindibenzofuran testing which will be performed by Axys Analytical (Axys) in Vancouver BC Canada we plan to use AMRO Environmental Laboratory Corporation for the analyses of the sludge samples which is a state certified laboratory We have provided Axys and AMROs Quality Systems Manuals as Attachment C
7J Quality Control Requirements This section describes the field and laboratory QC sample requirements for the
laboratory data
731 Trip Blanks Trip blanks (also referred to as field blanks) are sample bottles containing analyteshy
free de-ionized water prepared at the contract laboratory and stored and shipped with the samples The trip blanks will not be opened in the field Care will be taken to ensure that the trip blank and sample bottles originate from the same shipment of bottles from the laboratory Information obtained from the trip blank analyses will be used to determine whether and to what extent sample handling and analysis has introduced positive bias to the sample results Trip blanks (and the associated sample batch) are acceptable if they contain analyte concentrations less than the reporting limit (or not greater than method blank results if method blanks contain detectable levels of analytes)
732 MSMSD Samples for MSMSD analyses will be collected by field personnel prepared by
laboratory personnel and analyzed to evaluate the effects of the sample matrix on the analytical results (ie assess bias) For the MSMSD sample three times the regular sample volume will be collected using the same sampling procedures for regular
SAPQAPPdoc 14 001020
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
GeoSyntecG
bull Sample handling procedures documented on the chain-of-custody forms field records and laboratory case narrative match the planned procedures
bull Field QC was conducted as planned and meets the acceptance criteria and bull Electronic data are free from transcription errors
Deviations from the QAPPSAP are to be reported If the data fails to meet the criteria listed above they will be flagged and discussed with management to determine if the data point will be rejected and re-sampling done
742 Data Validation Data validation will be performed to verify the qualitative and quantitative reliability of the data Water VOC data will be subject to validation as follows
1 Any data and sampling information requiring transcription from the laboratory reports and field forms into data summary tables will be verified by checking the entries against the laboratory reports and field forms
2 A detailed review of the sampling records sample results and QAQC information (including field QC samples) will be undertaken Sample collection records chain-ofshycustody holding times dilution factors analytical QLs and laboratory and field QC sample records will be reviewed to evaluate whether the DQOs (described in Section 31 of this QAPPSAP) have been met Tier II Reporting
3 The results shall be compared with historic Site data andor expected results to identify any potential anomalous results or errors
4 Data qualification and response actions will be implemented for data not meeting the QA objectives
5 An overall assessment of the data quality will be prepared which addresses the QA objectives for the data set and notes any data limitations anomalies or suspected errors
Detailed procedures to be implemented during validation of the data will be developed in accordance with EPA guidelines
8 Documentation and Records This section specifies the documentation requirements for project records and the
process for ensuring that the most current copy of the QAPPSAP is available
SAPQAPPdoc 16 001020
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
COMMUNICATIONS
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Axys Analytical Services Ltd PO Box 2219 2045 Mills Road West Sidney British Columbia Canada V8L 358
DATE
TO ORGANIZATION
ADDRESS FAX NUMBER btf ~ (- 2J J TotaJ na of pages (Including this page) X
FROM
MESSAGE
P^LuL^L^d^ famp^gt0lt-amp- j
OlwUf ltZ-dc6LamplhltaJ J
4tfacJ(jtef cn
ampLpoundJampj0(^
tcj ^ jJute ugt ^y^c^
The Information contained In tnis facslmto message Is Intemjed only for ttw uslaquo of thlaquo Individual or entity named above and may be confidential If you are not the Intended recipient you are hereby notified mat any unauthorized dissemination distribution or copy of this communication to anyone other than the addressee Is strictly prohibited If you have received trite communication In error please notify Axys Analytical Services Ltd Immediately
Tel 250)655-5800Toll-free 1-888-373-0881
Fax (250)655-5811 E-mail analvtlcalaxvscom
1
Z O O T O O lt 98K Oil S30IAU3S TVOIIATtfMV SX5CV TT8SSS9 CZ 01
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
OS SAMPLE RECEIVING R^T)OIU)
Present DateRecelved 35^^ 5^ waybill ^SSt-jgufn^
Dt ShippedauC3cVo0 Absent Received By i^Tl T~ ^^ LcWfUjA laquoAU jpp
Ayi Contract raquo tJ-OS0 Reference ^
Custody Seals bull Present Sample IDs
Absent ^ L3-^6- -^ Chain of Custody or Documents Present ^
Absent
Condition of Sample Container ^ COoCamptf
Temperature on Receipt at Lab ampQ bull
Condition of Custody Seals on Shipping Container r
Custody Seal Numbers
Condition of Sample Bottles a
Sample Tags Cross-referenced to Chain of Custody
Problems or Discrepancies
Sample Control15 Rev 304 Feb 2000
zoo 200 a sent QI1 S30IAU3S TYOIIATYNV SAXY TT8SSS9
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Steve Stodola To Neil HandlerR1USEPAUSEPA
02152001 0237PM
cc Subject Mohawk Tannery - dioxmfuran analyses
Neil I need to clarify my previous message
1) The problem is that the lab did not submit a form called Axys Sample Receiving Record for the samples that they received on 102500 where they should have discussed on the form the two samples that were received broken They should have discussed this in their narrative also They did send a form for the samples that they received on 11400 I will FAX over a copy of what the form looks like i e the 11400 one
2) The lab did analyze all the samples that they received that were not broken So we are all set on that score
Sorry for the confusion Please call me and we can go over this to make sure we are all clear
Steve 8-4634
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
LOCKHEED MARTIN
Lockheed Martin Systems Support amp Training Services CoEnvironmental Services Assistance Teams Region I19A Crosby Drive Suite 200 Bedford MA 01730 Phone 781-275-7868 Fax 781-275-1373 Office of Environmental Measurement and Evaluation US EPA Region 1 60 Westview Street Lexington Massachusetts 02421
February 5 2001 B-01-02-Y-1
TO Dr Steve Stodola EPA Task Order Project Officer RegionI
VIA Louis Macri ESAT Program Manager Region I
RE EPA Contract No 68-W-01-008 Task Order No 004 Task No 2 TDF No 008 Case No 4029 Mohawk Tannery Nashua NH Dioxin Tier I Data Validation
Dear Dr Stodola
Environmental Services Assistance Team (ESAT) member Janine Bartels has completed the modified Tier 1 dioxinfuran data validation of Case No 4029 collected by Geo Syntec Consultants at the Mohawk Tannery site in Nashua NH The task was requested by EPA Task Order Project Officer Steve Stodola and was authorized under Technical Direction Form (TDF) 008 The requested start date was February 12001 The requested completion date is February 5 2001 The task was initiated on February 1 2001 and was completed on February 5 2001
Enclosed is a list of deliverables that are still needed to complete a Tier III validation an Evidence audit photocopy DC-2 form and the data package
Please contact Janine Bartels at the Lockheed ESAT office at (781) 275-7868 should you have any questions or comments regarding this information
Very truly yours
LOCKHEED ENVIRONMENTAL
_ Jartine^Bartg Principal Scientist
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
Mohawk Tannery - Nashua NH List of Missing InformationDiscrepancies
Sample Numbers Listed on Chain-of-Custody AR01-SS-01(10232001) AR01-SS02( 10232000) ARO 1-88-03(10232001) AR02-TP03( 10232001) AR02-TP04( 10242001) AR02-TP05( 10242001) ARO1 -SS02( 1031 2001) AR02-TP03( 1031 2001) and AR02-TP03D( 1031 2001)
The laboratory used their modified forms the required information is available for the completion of a Tier III data validation with the following exception noted
1 The Chain - of - Custody lists sample numbers ARO1 -88-02 sampled on 102300 and AR02shyTP03 sampled on 102300 The laboratory did not analyze these two samples and there is no record of their receipt
2 The laboratorys receiving record does not list sample numbers ARO 1-88-01 AR01-SS02 AR02-TP04 and AR02-TP05
3 The laboratory did not submit a completed DC-2 form
4 There were no field notes submitted with this data package
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
LABORATORY NAME flv 4 k V rf S J~JUC CrTYSTATE 6 Lpound 7^-gV ^ lt C 4 AM 04shyU^ 1Clt
CASE NO 0 ltbull M SPG NO SDG NOS TO FOLLOW SAS NO
PCDDPCDF COMPLETE SDF FILE (CSF) INVENTORY SHEET HIGH RESOLUTION
CONTRACT NO SOW NO
All documents delivered in the complete SOG file must be original documents where possible (REFERENCE EXHIBIT B SECTION II and SECTION III)
PACE NOi CHECK FROM TO LAB EPA
1 Inventory Sheet (Form DC-2) (Do not number) 2a SDG Cover Page 2b SPG Narrathre 3 Traffic Report 4 PCPDPCDF Data
i Sample DaU TCL ReulU (Form I-HR PCDD-1) CalcuUtion of the Toxicity Equivalence (Form I-HR PCDD-2) Second Column Confirmation Summary (Form I-HR PCDD-3 Selected Ion Current Profile (SICP) for each sample and each analyii of each sample Total Congener Concentration Results (Form D-HR PCDD)
b Quality Control Data Spiked Sample Result (Form ffl-HR PCDD-1) v Duplicate Sample Result (Form HI-HR PCDD-2) Method Blank Summary (Form IV PCDD) Window Defining Mix Summary (Form V PCDD-1) Chromatognphic Resolution Summary (Form V-HR PCDD-2) Analytical Sequence Summary (Form V PCDD-3) SICP for each QC analysis
c Calibration Data Initial Calibration Data (Form VI-HR PCDD-1 and Form Vl-hr PCDD-2) and PCDDPCDF standard^) SICPs for the initial (five-point) calibration
OU(rCWLgtmdash Initiat-Precision and Recovery ltHgtR)- CO P Q (Form VI-HR PCDD-3 and Form VI-HR PCDD-4) Continuing Calibration Data (Form VH-HR PCDD-1 and Form Vn-HR PCDD-2) and PCDDPCDF standard(s) SICPs for all continuing calibrations Calibration Verfication (Form Vm-HR PCDD-1 and Form VHI-HR PCDD-2)
d Raw Quality Control Data Blank Data and SICPs for each blank analyzed Spiked Sample Data and SICPs for each spiked sample analyzed
Form DC-2-1 1195
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
PCOOPCOP COMPLETE SDG PXUt (CSP) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO M D 3v f SDO NO SDG NOS TO FOLLOW SASNO
PAGE NOs CHECK FROM TO LAB EPA
5 i Data
Original preparation and analysis form or copies of preparation and analysis logbook pages Internal tample and umple extract transfer chain-of-cuatody record x Screening recordi All instrument output including strip chart from Kreening activities (describe or list)
6 EPA Docinarts
Airbills (No of shipments _ ) Chain-of-Custody Records Sample Tags Sample Log-In Sheet (Lab amp DC1) SDG Cover Sheet Miscellaneous ShippingReceiving Records
(describe or list)
7 Internal Lab Sample Transfer Records and Tracking Sheets (describe or list)
Other Reconfa (describe or list)
Telephone Communication Log Nf
Form DC-2-2 1195
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
PCDDPCDF COMPLETE SOO PILE (CSF) INVENTORY SHEET (Cont) MODIFIED HIGH RESOLUTION
CASE NO SPG NO SDO NOS TO FOLLOW SASNO
9
Completed by (CLP Lab) (Signature) (Printed NameTitle) (Date)
Audited by (EPA) (Printed NameTitle) fDate)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY REGION I
JFK FEDERAL BUILDING BOSTON MA 02203
DATE
SUBJ
FROM
THRU (BranchSection Chief)
TO Nancy DouwakianRob Maxfield
I
PROJECT NAME PROJECT LEAD shy ) Federal
( ) StatePROGRAM ELEMENT Number
amp Fund ( ) PRP 6HC
) Enforcement
III PROJECT MANAGER
IV SERVICES REQUESTED (CIRCLE REQUESTED ACTIVITIES)
ACTIVITY TYPE DATE RECD BY
A SAMPLING WATER SOIL AIR OTHER
B ANALYSIS VOLATILES SEMI-VOLATILES METALS PCB PEST DIOXIN OTHER _
AUDIT LABORATORY
REPORT REVIEW
DATA VALIDATION
PROJECT SUMMARY
A PURPOSE (ie permit issuance compliance enforcementj-econnaissance roundwater contamination etc) A C dONDP C^V3P4jjgtpoundT(3sect
USE OF DATA (ie comparison of permit limits drinking water standards selfshymonitorihg data etc)
C ATTACH DRAFT DQOs AND RELEVANT INFO (ie RIFS etc)
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help
UNITED STATES ENVIRONMENTAL PROTECTION AGENCY EPA NEW ENGLAND
1 CONGRESS STREET SUITE 1100 BOSTON MA 02114-2023
DATE January 242001
SUBJ Review of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for the Mohawk Tannery Site
FROM Neil Handler RPM
TO Andrew Beliveau Quality Assurance Chemist
Attached to this memorandum you will find a copy of the Preliminary Sludge Characterization Investigation Submittal (January 2001) for work associated with the investigation of the disposal lagoons located at the Mohawk Tannery Site in Nashua New Hampshire As we discussed previously the investigative work was performed by a private developer under the auspices of the State of New Hampshire Voluntary Cleanup Program Therefore the QAQC requirements put in place may not necessarily be equivalent to what EPA would require for such data gathering
I am interested in using as much of this data as possible for the EECA which we will be starting shortly I am especially interested in your thoughts about the dioxinfuran data gathered and would appreciate your help in evaluating the usefulness of this data It is my understanding that sufficient QAQC information is contained hi the report which should allow for the data validation of the dioxinfuran data I would appreciate your help hi reviewing the above document and confirming the usefulness of the data within a month of your receipt of this memorandum (if possible) Please feel free to contact me if there are any questions or you anticipate any problems with the proposed schedule Thank you in advance for your help