united states environmental protection agencynovak sanitary landfill monitor well construction well...
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APPENDIX R
C A, COSTELLO ENGINEERING COMPANYPROPOSED TRENCH FILL CROSS-SECTION,
TOPOGRAPHIC PLAN, AND PADERSURVEY DRAWING
NOVAK SANITARY LANDFILLSOUTH WHITEHALL TOWNSHIP, PENNSYLVANIA
GERAGHTY & MILLER. INC.
EPA REGION IIISUPERFUND DOCUMENT MANAGEMENT SYSTEM
PAGE*.
IMAGERY COVER SHEETUNSCANNABLE ITEM
SITE NAME. M ova K r nHbrx lard/1/ IIOPERABLE UNIT
ADMINISTRATIVE RECORDS- SECTION lii__VOLUME__T
REPORT OR DOCUMENT TITLE. ^ fc\\
H~v)
DATE OF DOCUMENT
DESCRIPTON OF IMAGERY
NUMBER AND TYPE OF IMAGERY ITEIWSl n)
EPA REGION HISUPERFUND DOCUMENT MANAGEMENT SYSTEM
DOC IDPAGE n
IMAGERY COVER SHEETUNSCANNABLE ITEM
SITE NAME Londfi tlOPERABLE UNIT GO
ADMINISTRATIVE RECORDS- SECTION_liL_VOLUME_T
REPORT OR DOCUMENT TITLE.
M 6nMnAut< >\-V -DATE OF DOCUMENT
DESCRIPTON OF IMAGERY.
NUMBER AND TYPE OF IMAGERY ITEM(S).
APPENDIX S
MONITORING WELL PUMPING TEST PLOTS
NOVAK SANITARY LANDFILLSOUTH WHITEHALL TOWNSHIP, PENNSYLVANIA
GERAGHTY & MILLER. INC
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APPENDIX T
WELL CONSTRUCTION DATA FOR WELLSINSTALLED AT THE NSL PRIOR TO THE
RI/FS PROGRAM
Novak Sanitary LandfillMonitor Well Construction
Well Number Total Depth Construction Information Well Yield
.1* 227' solid PVC - 0' to 10' 1 gpmperforated PVC - 10' to 27'open rock hole - 27' to 227'
1A* 175' original solid steel - 0' to 127' 1-2 gpm135' after open rock hole - 127' to 175'
collapse
solid PVC -perforated PVC -open rock hole -
solidopen rock
solidopen rock
solidopen rock
steel -hole -steel -hole -steel -hole -
0'10'15'0'33'0'51'
0'59'
to 10'to 15'to 200'
to 33'to 175'
to 5Vto 250'
to 59'to 206'
1B 124' original solid steel - 0' to 37' ^.1 gpm105' final -after open rock hole - 37' to 105'
filling2* 200' solid PVC - 0' to 10' 1 gpm
2A 175' solid steel - 0' to 33' 1-2 gpm
3 250'
4 206' solid steel - 0' to 59' **open rock hole - 59' to 206'
5 275' solid steel - 0' to 50* 1.5 gpmopen rock hole - SO1 to 275'
6 150' solid steel - O1 to 83' 0.2 gpraopen rock hole - 83' to 150'
Well at 350' solid steel - -0' to 102' 2-4 gpmRental Property open rock hole - 102' to 350'
* Abandoned.** Exact yield unknown. Sufficient for domestic use, estimated at greater than
3 to 5 gpm.
SR3069I8
Novak Water Levels & Recovery Data
Static Water level measurements taken after drilling wells 5 & 6 and before collectingquarterly samples on November 13, 1984.
Depth to Static Wa- Static Water Level*Too of Casing ter Level below Too Elevation
Date Well No. Elevation of Casing___ (Mean Sea Level)
11/9/84 1 436.23 101.I1 335.02 416.5 108.5' 308.03 475.3 difficulty measuring level4 446.4 140.8' 305.55-6 NOT COMPETED DRILLING
11/16/84 1 436.23 102.0 334.22 416.5 109.0 307.43 475.3 171.9* 303.34 446.4 141.7 304.65 380.93 62.7 318.16 395.66 77.2 318.4
11/19/84 1 436.23 102.3 333.92 416.5 109.2 307.23 475.3 169.8 305.44 446.4 141.7 304.6 v J5 380.93 62.7 318.1 ^6 395.66 77.2 318.3
11/20/84 1 436.23 102.7 333.52 416.5 110.5 305.93 475.3 169.8 305.44 446.4 141.9 304.55 380.93 63.0 317.86 395.66 80.3 315.2
(probably not fullyrecovered)
Survey data by C.A. Costello Engineering Comoany. ,
DRILLING ADMINISTRATION
Project: Well __>*Novak (abandoned)
Well Contractor: Odenheimer
Address: Allentown, Pennsylvania
Name of Driller: Bobby Helper (s)
Rig: Number Make l~K
Phone: 791-4353
GregBar
Model Length: 25'
Reference Point: Approximately 200 feet northwest of old Well 11
Casing & Grouting Summary(Amounts, Lengths, diameters) see below
Diary of Drilling
Date
4/17/85
4/18/85
4/19/85
Time
12:00 noon3:10 P.B.
5:00 p.B.8:00 a.m.10:00 a.m.11:00 a.m.
12:30 p.m.4:00 p.m.7:45 a.m.9:40 a.B.
12:28 P.B.2:30 p.B.
What Was Done 6 (Problems if Any)
Set up on well* began drillingDrilled to 130 feet, began setting casing. 7x20' lengths of 6" diameterthreaded steel casing. Drive shoe.Drove 120' of casing, stopped for the day.Drillers arrive, welded 9' section of leftover casing.Cement arrivedDrove casing to 125 feet. Set packer at 124 feet, tried to grout butstones in cement caused pump to seize. Took pump apart, cleaned,reassembled. Tried to pump screened cement but pump seized again.Cement truck left. Took pump apart, couldn't reassemble.Left for the day.Drillers arrive.Completed presure grouting 25 bags of cement. No sign of it at thesurface. Pulling packer, cement on 2" pipe, 50' b.g.l. Hit cement at73' b.g.l. when lowering bit into holes. Cut off 2' of casing, finalstick up of 2 feet. Casing to 125 feet.Completed drilling to 175 feet.Completed developing well for two hours.
Cuttings :
Geologist: John RobertsOther Persons on Site :
AR306920
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SATTERTHWAITE ASSOCIATES, INC. JOB N9v*k ' W*U f1A ———————11 North Five Points Road SHEET NO ——— I __________ or _
WEST CHESTER. PENNSYLVANIA 19380 JHR(215)692-5770 CALCULATED sv ——————————————— DATE.
CHECKED B V ______________________ DATE.
Schematic
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4R306923
PRILLING ADMINISTRATIONk '; ' •
Project: Well IBNovak ~"~"
Hell Contractor: Odenheiner .
Address: Allentown. Pennsylvania Phone: 791*4353
Name of Driller: Bob Helper (s) Ronny. GeneBar
Rig: Number Make I-R Model Length: 25
Reference Point: roughly Bidway between 1A and the original Well /I
Casing fi Grouting Summary(Amounts , Lengths , diameters) see below
Diary of Drilling
Date
5/6/85
5/7/85
Time
8:15 a.B.9:009:50
10:30
1:45 P.B.
2:20 P.B.3:10 P.B.6:25 P.B.9:00 a.B.
12:00 noon1:00 P.B.4:30
What Has Done G (Problems if Any)
No drillers on site.Drillers arrive, begin setting upBegin drillingRock at 19 feet, drilled to 39 feet; stopped to set easing- 2 x 20' lengths of 6" threaded steel easing• drive shot at bottom• packer set at 36'Pressure grouted 11 bags (96 Ibs) of Type 1A cement to within 3' of thesurface. When packer was pulled, it had cement on 5" of the pipe aboveit. Packer held good soil. well .is grouted tight. Drove casing to 39 feet.Broke for lunchBegan drilling again.Drilled to 125 feet. Stopped for the day.Drillers arrive. Begin developing well.Additional 21 of easing threaded onto existing 40 feet.Locking cap.Drillers leave site.Grouting crew arrives. Backfill hole with stone to approximately 110 feet.Grouting crew leaves.
Cuttings :
Geologist: John RobertsOther Persons on Site: Lou Novak, Sr.
Frank Your 53oyzi*
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+—1.75 Top of 6" protective casing+~1.70 Top of PVC riser pipe
0 Ground Surface ~* :
-2.0 Base of Footing
NOTE: Annulus above bentonite seal filled 'with grout. Overburden: yellow-brown!clay rich silt and fine sand with some :quartz fragments. I
-4 . 0 Bedrock surface
-44.0 Void filled with mud (.2 ft)-44.5 Base of 3 inch borehole-45.0 Base of casingNOTE: Bentonite seal bridged on collar-50.0 Centering collar ( 1 f t )
Bedrock: Dark gray-blue dolomite withsome white calcitic crystals
NOTE: Open annulus between bridged bentoniteand bentonite which is in place at t' — >of gravel pack .
-79.0 Centering collar (1 ft)
-86 to 87 Void filled with mud-96 to 101 Decomposed rock
-98.0 Static water level at end of 1/22/88
-112.0 Top of gravel pack-118.0 Top of .010 slot PVC screen
-138.0 Base of screen
-142.0 Base of 6 inch borehole
NOVAK LANDFILL: MCNTORING WELL NO.1C DETAIL
— s<4-». VUAITTD B CATTTDTUVLf AITT ACC/*t/* IVt/" no ». nvt rown WA» • wtw cHonlrpW A«3 (fis'A*-*"*^^ WAL1 LK D* 3/\I 1 LKI fl W/VJ 1 L >\3 W ., in\.* MANCH omu MM ANMAratn • IAMMAM. M& IOTM • UOUTII-OMO
' r ••;••'DRILLING ADMINISTRATION
Project: Well 2ANovak ———
Well Contractor: Odenheimer
Address: Allentown, Pennsylvania
Name of Driller: Bobby Helper(s)
Rig: Number Make I-*
Reference Point: 90-100 feet north of pole on edge of berm.
Phone: 791-4353
GregBar
Model Length: 25'
150 feet northwest of old Well 11
Casing & Grouting Summary(Amounts, Lengths, diameters) see below
Diary of Drilling
Date
4/16/85
4/17/85
4/19/85
Tine
9:00 a.n.10:55 a.n.
12:00 noon
4:30 p.m.10:30 a.m.
4:00 p.m.
What Was Done £ (Problems if Any)
Setting up on site.Drilled to 34 feet, began setting casing.- 2 x 20' lengths 6" diameter steel casing, threaded together• drive shoe at bottom- drove casing to 32 feet, drove hard. Cut off 4' of easing.- probe read no water at bottom of hole.Began grouting.- 8-1/2 bags (94 Ibs) Type IA cement, pressure grouted from 34' toground level
- drove casing to 32.5 feet, wouldn't advance farther- cut off 1 foot of casing for final stick up of 2.5 feet.Stopped for the day.Completed drilling to 175 feet, developed well for 1/2 hour.Screw cup In place.Locking cap installed.
Cuttings :
Geologist: John Roberts, Rick WroblewskiOther Persons on Site: Joe Manduke (PA
Louis Novak, Sr.DER)
flR306928
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SATTERTHWAITE ASSOCIATES, INC. JOB **** - well11 North Rve Points Road SHEET MO.——————————————— OF—
WEST CHESTER. PENNSYLVANIA 19380 ,HR(215)692-57701 CALCULATED nfi-JSi————————— DATE.
CHECKED IV——i—.——',—————————:————— DATE.
J0
10
20
30
' " 40
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................. ........__70..
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100
-no
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130
140
150
160\
170
silty, sandy brown clay
gray dol, darkening,downwardly rare grayshale, Ig cuttingsorev dol. It br Ss & shal i
dark gray dol. littlemineralization, fine
cuttings
•••••— -dark gray dol, some Bin.
softer zone, same asabove, larger cuttinqs
dk gray dol, some Bin.,Bed to fine cuttinqsdark gray dol, littlemineralization.dark gray dol, nomineralization
same as above f si broken
dark gray dol, very
little mineralization,
Bed to fine cuttings
Bed to dark gray dol,little to some mineraliza-tion, mod to fine cutting;
- - • ••
• - - • ••-•• •• . . - - . . . -.- — . •-.
. .Penet rat ion Rate ._(min/ft)
. . . . . . .. 1:03 to 3:35 .....2:30 to 3:19
0:52 to 1:35
7W.E.2 J . .... ... ..... ... ...... . . . ... _ ..... ...... _ . — . . - —o ,52 "to" POO "' ———— ~
7W.E.2.7 ....... ................... .......0:36 to fi:«8
............ ............................... ............ ...... .._.._0i42. to. 1.S05 :....._._
Oi42 .to 0:59
.... . ..... .. .... ...... . ........... . ......_..... . __.-._ ..0:41 to 0:59 ......... __
0:43 to. 1:04 ..........
0:55 to 1:15
0:46 to 1:07
fl/?30fiQ3oMmrrigt.1 .v?5TV GMK um tan
/overedBridge o *
NOVAK SANITARY LANDFILLMAJOR I INFATIOMS
flR306933
WALTER U. SATTERTHWAITE ASSOCIATES, INC.A/OV..R MONITOR WELL LOG
MONITOR POINT:TOP OF CASING El.EVAf70N7 SS'O.'?' QRIU.EB:TOTAL DEPTH: Z? ' CASING: JV.JT'«f ^"SITE LOCATION: £„.+Ljb.k.L-\\ / o,..fif aef
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T.O.C./el. .32P-1L.
—— oround level (el. 37?.y')~ * . '
^'* bore hole.y
j|: y/cr'of 6" steel casingi| set at i"0 '<l1•»
"t
f|* —— Annular space grouted'•< from -i'o ' to surfaceFi;»UH
| —— Casing seated intorock 2s"
*Samp ling date /f/*o/**water level l./'(TOCJ- — _.
——— ^ " bore holeKeyTOT « top of casingBOH ' bottom of holeWEZ * water entry zones
j*».-t.- j~r.C~'
Water Entrv Zoncs(WEZ) Total Water Production: / V-Static Hater level (below T0(
Uate Jeoch-7a ' *f /»« *~* O'»jj»- ////V?/ x. 74- '-«bc -f- /*«- x'«/a\ '«—• rb /// /5V x". ? 'Wff£ «.-/«i -v 1 *»*.«.*•'-:— t. ///2oA-/ 3./'
Location on Site: 3oj'£~o..«/ 23o'X/ «^«5*CJ ert "* *" ff/T i
DRILLING LOG
Interval (ft)From To Description^ M«MB> _ ^ »
O 3 /»s<«^ <>'*«*»-», xtt-fysoil*J ' ..
3 V or<«»*/a^-ervy <./**y<y j / /r1
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f (*Jc///>*"79«- 'V «- />-~e t/4'*:'* <<-7'
fiR30693i*
WALTEK U. SATTEHTIWAITE ASSOCIATES. INC.K MONITOR WELL LOG
MONITOR POINT: Mt*J_*_6..._..__ ..„_. DRILLED: ._/£/?- / A|___ -FOP OF CASING ELEVATION: 3/ST3.2' ORILLfR: .O<=U.* .~«r. ...TOTAL DEPTH: /<&' CASING: FJTJT «^/*«*«/.—-SITE LOCATION: £L,-/ Cju./c<LJ> /L. P/4 S«r>
~r/y* X-^
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qround level (el. 3/2.2 )sf~\ —— %" bore holejp«•
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\A
iisjg —— Annular space grouted\> from f-J' to surfaceft;i'iM
| ——— Casing seated intorock 20 '
*SampHng date ///W*Vwater level 5o.y (TOCJ_ _
^ «• (}«*•» HOI*
KeyT(5C » top of casingBOH * bottom of holeWEZ » water entry zones
»» JV/A
water Entrv Zones (WEZ) Total Water Production: O.Ay*A.. A. ,.«~//.- v.*/ > Static Hater level (below T0(
' r _ . oatc aeothCM.cf-A i'.. * .-Fu/c?- ——'///«/jy ?7.Z£'
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"/2<yw So.y'' *Location on Site: £G&' £ Ji. 3oo/ <-f SCJ
_ C.Or'-tc -oT a'»T _
DRILLING LOG
Interval (ft)From To Description
Q Z, e uk -jL CTTS '* a<-»w^«4 J- ' •', /
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/o*// -* x0- —3^^6935
APPEN.
DEPTHS AND GEOLOGICv, DESCRIPTIONSOF ON-SITE SEDIMENT SAMPLES
DEPTHS AND GEOLOGIC DESCRIPTIONS OF ON-SITE SEDIMENT SAMPLES
Sample Location Depth IntervalDesignation_________(feet)__________Description____________
NSL-SD-01 0.0 to 0.5 day and silt, orange-brown; some fine tomedium angular rock fragments, grey.
NSL-SD-02 0.0 to 0.5 day, orange-brown and silt, brown; someorganic material (i.e., reeds).
NSL-SD-03 0.0 to 0.5 Silt, brown with clay, orange-brown; somesmall pebbles.
NSL-SD-04 0.0 to 0.5 Silt and clay, brown: some fine pebbles,with decayed vegetation.
NSL-SD-05 0.0 to 0.5 Silt and clay, orange; some decayedvegetation (Le, reeds).
NSL-SD-06 0.0 to 0.5 Sflt and clay, olive green-brown, withdecayed vegetation.
NSL-SS-07 Surface Silt, decayed vegetation and soil, brownMaterial light grey to black.
NSL-SS-08 Surface Gay and silt, surface stained purple-Material black, beneath surface soil is brown.
NSL-SD-09 Surface day with some silt, well-sorted, veryMaterial loose, moist, reddish brown.
NSL-SS-10 Surface day and silt with little sand, medium toMaterial fine, moderately well-sorted, very loose,
moist, black and light brown.
GERAGHTY & MILLER. INC.
APPENDIX V
GEOLOGIC LOGS FOR THE JORDAN CREEK SEDIMENTSAMPLES AND SKETCHES OF THE SAMPLE LOCATIONS
4R306938
JORDAN CREEK SEDIMENT SAMPLE LOGS
Sample Location Depth IntervalDesignation _________ (feet) __________ Description
NSL-SD-11 0.0 to 1.0 Clay and fine gravel, brown.
NSL - SD-12 0.0 to 1.5 Clay and fine gravel, brown.
0.0 to 2.0 Clay and fine gravel, brown.
0.0 to 1.5 Clay and fine gravel, brown.
NSL-SD-13 0.0 to 0.3 Fine gravel.
0.3 to 1.5 Clay and fine gravel.
0.0 to 0.8 Fine gravel, brown.
0.0 to 1.5 Fine gravel, brown.
0.0 to 1.5 Fine gravel, grey/brown.Clay and fine gravel, brown.
0.0 to 1.5 Fine gravel and clay.
NSL-SD-14 0.0 to 1.0 Fine gravel and clay, brown.
0.0 to 1.0 Fine gravel.Fine gravel and clay, orange-brown.
NSL-SD-15 0.0 to 1.5 Fine gravel and clay, orange-brown.
NSL-SD-16 0.0 to 1.0 Fine gravel.
0.0 to 1.2 Clay and fine gravel.
0.0 to 1.5 Gay and fine gravel, coarse sand.
"K306939
MILLER, INCServices
LOCATION SKETCH
Pmiaa/Nia rvAJom-fl? _________________ Page__L__oL
S8e Location ——— JSL- *D *- f-ni
Observer_____E;»
(Locate aD wells, borings, etc with reference to three permanent reference points: tape all dstances: deartv label alwells, roads, and permanent features) -
\°
Oft ft.
N
\
J^GERAGHTYAY& MILLER, INC
Grouna-Water Consultants
LOCATION SKETCH
WelKs) _____ Project/Na MTO&^O^ _______________ Page___J__ of
Site Location -£o • \/JL'-]yka<<
Observer _______ fifli Z f/y .. ___________________________
(Locata all wells, borings; etc. with reference to three permanent reference ports: tape aU distances: dearly label allweiis. roads, and permanent features)
Oft. ft.I_____I
"x/
N
X^GERAGHTYMILLER. INC
Environmental Services
LOCATION SKETCHo
WelKs} _____ Project/Na (JTCH.HC& _________________ Page f
SiteL rinn
Observer ——————— Bill
(Locate ait veils, borings, etc with reference to three permanent reference points; tape all distances: dearty label aflwells, roads, and permanent features)
N
Oft. ft.I________I
M/»
JlTGERAGHTYMILLER. INC
Environmental Services
LOCATION SKETCH
WeJKs)____Pfnjret/No MJ06MQ3_________________Page____^
SitoLxaton KJ£L- SO - )H~
Observer
SStS tiatS.SU11" • "" PMraiert r*re~ •»*• ••» - <« « eady M a.
N
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GtU
*?3 MILLER, INCEnvironmental Services
LOCATION SKETCH
WelKs)_____Project/Na <J3bt,4O?__________________Pzge_
Ste location ____M^L- S D -l
Observer______
(Locate all veils, borings, etc. with reference to three permanent reference points: tape ai distances: deariy label aflwells, roads, and permanent features)
N
Oft . ft
S&M form 01 148 SoJTOn |9-»4»
J^GERAGHTY£f& MILLER, INC
Enviroitmtntat Struct*
LOCATION SKETCH
Wtefl(s)i_____ Project/Na A-'7£fe 1C.3_______—————————— Page.Site Location
Observer.
{Uxata aJ wefla borings, etc, with reference to three peimanert reference points: tape all distances: deartv labelwells, roads, and permanent features) ^ ^
N
APPENDIX W
ROCK QUALITY DESIGNATION (RQD) SYNOPSIS
ROCK QUALITY DESIGNATION (RQD) - DEERE (1986)
In order to provide a simple and direct means of indicating rock-mass properties,Deere (1986) developed the Rock Quality Designation (RQD). The RQD is based on amodified core recovery procedure which, in turn, is based indirectly on the number offractures and the amount of softening or alternation in the rock mass as observed in therock cores from the borehole. Core recovery is the ratio of the length of core recovered tothe length drilled (i.e., no recovery = 0 and full recovery = 100). Instead of counting thefractures, an indirect measure is obtained by summing the total length of core recovered bycounting only those pieces of hard and sound core which are 10 cm (4 in.) or greater inlength and dividing that sum by the total length of that run.
RQD should not be applied to core less than 5.4 cm (2 in.) in diameter as a falseRQD may be obtained because smaller cores can be frequently broken during the coringoperation.
Care must be taken when removing the core from the core barrel. If a core isbroken by handling or during drilling, the fresh broken pieces are fitted together andcounted as one piece.
Some judgement is necessary in the case of thinly bedded sedimentary rocks andfoliated metamorphic rocks. The method is not so exact in these cases as it is for igneousrock, thick bedded milestone, sandstones, etc. However, this procedure has been appliedsuccessfully even for shales, although it is necessary to log the core immediately uponremoving them from the core barrel before air-slaking and cracking can occur.
This procedure obviously penalizes the rock where recovery is poor. This isappropriate because poor recovery usually reflects poor quality rock. However, poor drillingtechniques and equipment can also cause poor recovery. It is for this reason, that properequipment and procedure along with competent supervision of the drilling procedure areimperative.
AR3069UGERAGHTY & MILLER. INC.
As simple as the procedure appears, it has been found that as an indicator of generalquality of rock for engineering purposes, the numerical value of the RQD is more sensitiveand consistent than gross percentage core recovery.
Below is a simple example of using RQD.
Modified Core Recovery as an Index of Rock Quality
Core Modified Core Rock Quality Description ofRecovery Recovery Designation Rock Quality(cm) (cm) (RQD)
25 25 0-25 very poor12 12 25-50 poor5 0 50-75 fair8 0 75-90 good8 0 90-100 excellent8 010 107 013 1315 158 012 1210 1020 20IS. 15.
176 (cm) 132 (cm)
185 cm - length of runCore Recover = 176/185 «= 95% RQD = 132 = 71
therefore, RQD is fair
In this case, the core barrel was advanced 185 cm with a total recovery of 176 cm.However, due to fractures, soft zones, etc., the modified recovery was 132 cm. Thistranslates to RQD of 71, which can be used as a modifier in the geologic description of therock, which in this case would be Tair".
GERAGHTY & MILLER. INC.
APPENDIX X
"DEFINITIONS OF SURVEYING AND ASSOCIATEDTERMS" AND HORIZONTAL CONTROL SHEET
DEFINITIONS OFSURVEYING
ANDASSOCIATED TERMS
PrtpsrtdkyftJeiuCMBnittteaftiiB » *AMERICAN CONGRESSS ON SUKVCTOfQ AND HAPPING
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AR30695I
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APPENDIX Y
PADER DIVISION OF SOLID WASTE MANAGEMENTDATED SEPTEMBER 3, 1976
GERAGHTY & MILLER. INC. 0*306953
.' '•• ' "' JL ' 4 t
OA-501 12-67 COMMONWEALTH OP PENNSYLVANIA
Ssotsmber 3, 1976Hazardous '..'aste Survsy
^ ,'Jovak Disposal Site; SUBJECT. South Whitehall TownshipV J Lehigh County
I.D. s?100534
TO. E. S. WashkoRegional Solid Waste Di/ife&torReading Office
FROM, c. F. G1tsch1er ( UjSolid Waste SpeciaSVfLehlgh-Northampton i/(S4rbon Counties
On August 27, 1975. an pn-slte industrial hazardous wastesurvey was conducted at the Novak Disposal Site In SouthWhitehall Township, Lehigh County, for the purpose of determin-ing if the operator accepts or has accepted any type ofhazardous waste in the recent past.
Mr. Novak stated that he had not received any of thematerials on the hazardous waste list with the exception ofroad oil. He Indicated that over the past years he had usedapproximately 100 gallons of drain oil per year for dustcontrol on his main entrance road. The source of this materialwas from his son-in-law's ssrvice station and was obtained fromdraining the motor crankcases of vehicles. The basicconstituent of waste received at the ilovak Disposal Site waspaper and wood wastes and approximately 30% of the total volumeof material received. The balance of the waste consisted ofgrass, grass clippings, wood clippings and domestic garbage.
:»H^GW
UAKAGZUSNT
AR30695I*