OS her;

SDMS DocID 284210

Appendices A - D Work Plan for Remedial

Investigation/Feasibility Study at The Old Southington Landfill

Study Area Old Turnpike Road

Southington, Connecticut

Prepared For:

The Potentially Responsible Parties for Old Southington Landfill

and Region 1 - Environmental Protection Agency

Prepared By:

Goldberg-Zoino & Associates Inc. 955 Connecticut Avenue

Bridgeport, Connecticut 06607

December, 1987 File No. H-50124.01

Copyright 1987, Goldberg-Zoino & Associates, Inc.

http:H-50124.01

fe

APPENDIX A

BIBLIOGRAPHY

APPENDIX A

BIBLIOGRAPHY

1. M. McDonald, Department of Environmental Protection June, 1983, "Solid Waste Report".

2. Plant Engineer Pratt & Whitney, Southington, June 1979, Letter to E. Parker of Water Compliance Unit of the Department of Environmental Protection.

3. R. Mundy, Senior Sanitarian, State Department of Health June, 1967, Letter to D. Wiggin, Director of Environmental Health Services Division.

4. P. Kossack, State Department of Health, July, 1965, Field Report.

5. P. Kossack, State Department of Health, August, 1965, Letter to D. Wiggin Director of Sanitary Engineering.

6. P. Marin, Water Compliance Unit of the Department of Environmental Protection, April 1979, Memo to Robert Moore, Acting Director.

7. Connecticut Department of Environmental Protection, April, 1985, Adopted Water Quality Classifications for the South Central Coast Basin.

8. Albert M. LaSala, Jr, 1961, Surficial Geology of the Southinqton Quadrangle Connecticut.

9. Greiner Engineering, Well Location Map, June, 1979.

10. Crawford E. Fritts, 1963, Bedrock Geology of the Southinqton Quadrangle, Connecticut.

11. Penelope M. Hanshaw, 1968, Bedrock Geology of the Merdian Quadrangle, Connecticut.

12. Penelope M. Hanshaw, 1962, Surficial Geology of the Merdian Quadrangle, Connecticut.

13. D.G.A. Written, 1972, The Penguin Dictionary of Geology.

14. Waryzn Engineering, Inc. November, 1980, Hydrogeologic Investigation EPA/JRB Associates, Town of Southington, Connecticut.

15. CEE, December, 1979, Letter Report from CEE to the Water Compliance Unit of the DEP concerning the Abatement of Operations Discharges.

16. CEE, September, 1979, Letter Report from CEE to the Water Compliance Unit of the DEP concerning the Investigation of Contaminated Soil on the Lori Corporation Property.

17. U.S. Geological Survey, 1979, Water Resources Inventory of Connecticut, Part 8, Quinnipiac River Basin.

18. Goldberg-Zoino & Associates, January, 1986, Methane Presence Report..

19. Goldberg-Zoino & Associates, November,

Assessment.

20. Environmental Applications, Inc., May,

Extraction System Options.

21. Environmental Applications, Inc., June,

Extraction System.

1986, Methane Vapor

1987, Pilot Methane

1987, Pilot Methane

22. Goldberg-Zoino & Associates, Inc., June, 1985, Old Turnpike Road Landfill, Southinqton, Connecticut, Quality Assurance Project Plan.

23. Ecology and Environment, Inc., December, 1980, Fit Project TDD#F1-8011-03, Preliminary Investigation of the Abandoned Landfill, Old Turnpike Road Southington, Connecticut.

24. Geraghty & Miller, Inc. July, 1970, Letter Report Pumping Test of Production Well 5, Southington, Connecticut.

25. Guidance on Remedial Investigation under CERCLA, June 11, 1985

26. Guidance on Feasibility Studies under CERCLA, June 11, 1985 •̂—

27. Guidelines for Carcinogens Risk Assessement, August 1, 1986

28. Guidelines for Estimating Exposures, August 1, 1986

fe 2 XI

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APPENDIX B

BORING LOGS

GERAGHTY & MILLER 44 S I N 1 S I M K 0 8 I V G C A S T

POBT WASHINGTON. L. I . n Y. I lOM

WELL LOG

D E S C R I P T I O N

Fine to medium sand and gravel, brown

Fine sand, silt and clay, tight, tan

Fine sand with medium gravel, red

25

Coarse sand with fine to coarse gravel , red

52 Fine to medium sand and gravel with some silt,

58 loose, red

60 Fine sand and silt, red 62

Triassic sandstone and shale

PROJECTC L I E N T

OWNER

WELL NO.

LOCAT.ON

y°.u!.ng'on l_C_P.nJll.. . Sgu th ' in r ton , C o n n .

7/^3/65 BY n.v.'.M.

To wp_o f_ S p_u thington Production Well 2

Height Property. Old Turnpike Rogd _.

TOPO S E T T I N G .Stream valley

DRILLINO STARTED

DRILLING C O M P L E T E D 7/15/63

D R I L L E R J.ayne-New England TYPE OF RIO Cable tool

WELL D A T A

HOLE OIAM. 8-inch FINAL DEPTH _ 58 fee t CASINO OIAM. _

C A S I N O LENGTH

SCREEN DIAM. . 6-inr.h SCREEN SETTIN9 49~5^

S C R E E N SLOT &. TYPE 105-31 Dfc ,

WELL S T A T U S

D E V E L O P M E N T Surging and pumping for s_ev.e_ra_l._

TEST DATA STATIC DEPTH TO WATtR 5 f t . below 1. DATE MEASURED 7/20/6 5_ PUMPING DEPTH 'TO W A T E R T 6 -Xt-« b Sj. OW J

DURATION OF T E S T 9 hours PUMPING R A T E , SO" 380 ggm H A T E OF T E S T 7/207 tO 7/22/^T

T Y P E OF T E S T . Deep-well turbine PUMP S E T T I N G LU feet SPECIFIC C A P A C I T Y 12 gpm/ft.

FINAL PUMP C A P A C I T Y

F INAL PUMP SET T ING

A V E R A G E PUMPAOE

W A T E R Q U A L I T Y pH - 7.6 Fe - less t h an_ 0.1 ppm "Total Hardness - 100

(analysis of Well 16 by ' __Co^nn. Health/Pepartmervt,,

R E M A R K S site for public^

water-supply well

http:LOCAT.ON

APKINDIX D

T

\

\

\

-

b

TZET WELL RZ£Ci".D ii:w YiTp;'. c^., I :•:::.

^M,_*>.-

T£ST WELL SECDISD dvy Yc;r-:c Co.. !:\«c.

TEST WH_'_ NCI. ..

C |

LOCATION

PRCP::ITY OV/SES CKOUNO 3U*»ACC Q

•KETCH Cr LOCATIOV ITl

A,"'

ocs. WELL: NO.

NO.

W5UL SCSSEN-: —

. DISTANCE _

DISTANCE _

LENGTH

. DSPTH

PUMPING TATA :j». V/ELl.

cas. V.'Zl-!.

OES.

WiLL

. . ' •'/'r ;" .

1

or TEST HO^

CTATIC LSVfl

CUA'-ITT; I'M

ODOS

PI.--; LC^T: if; V/ZLL

HARD.

^X7>i// ^^ / 9

IRON

FT., IN oos. vts

LAS. t.\»:?LC

Ul

FT.. IN CDS. %/Zi.L

FT.

(i)

(I)

(3)

s::rrcM I'.CA&UR'JMCNT£ FP.OM CSO-JNS '--VKL

CJS. WELL SCREEN IS C?f-OilTI V/ELL IC«:C

Or.'TH SHOWN 18 MAXIMUM Cif-TM OF HD'-i:.

CC~r.\i

TZST WELL R^CG^D NSW YQ:1K CO.. JNS.

TEST WU-L NO.

70*

LOCAT.ON

,'••' Z'-^l

./£

OES. V;E'_L: NO. , DISTANCE _

NO. , DISTANCE _

WELL SC»c£N: TYPZ LENGTH

PUM?INS DATA (XEASURSO FROM TOP OP PIPS) E'-EVATIOS:

J-UM.'. 023. OSS. rtjs;?. C3E. 05S. T;r;: G?:«I TIMS CPM %•/£•_!. v/E-j. WSL.L \VS^u V/EL.L v^ru.

jT- ' /.'/. . I1

1 - X .• / |

1

|

I

ia L!S~ LENGTH STATIC LEVEL

IRON OUA'-ITV: .->H

033:5 TASTE LAS. SAU.7L2

'.I-~: IN V.T'-L FT., IN oas. V.;'_L FT.

scr;;:; LE^T: IN •.•/£.£. _ rT.,tN OBS. >v;u FT.

CT T1C7 K

ID KX:TCH

(S) O2». WSI.W tCRtE.H IS O.».°OSI7: V/^LL SCJiI

^ LAYNE - NSV/ v&^:: ca.. i:.c. (9) DIPTM SHOV/N IS MAXIMUM Cl.'TH OF IIC'^E.

http:LOCAT.ON

•• r *Z-T• •— «-J .

»• j.— j i v . i— — t-

V~ DATE TLCT \V£1_!_ N.3. .

FC.»

N e

C.~O'JN; ••J^.-AC; o

^

V J

V.

f/A* *'V s~?i-EN--rv F r /''rX/7'

TZ3T WZLL RZCGr

•V— 3ATC TIST \VILL NO.

fi'i

LOCATION

r- H

:'->

Hep *****

O-JS. W^LL.: NO. DISTANCE _ . DEPTH

NO. DISTANCE _

WELL SCSEEN: T LENGTH Or-ENlNC

T U M P I N 5 DATA i(-:£A£L.'RZO FROM TO? Of Pli»E) ELEVATION:

! =,, P-J ••;:». 0 = 5. C2S. PLV;^. o-s. O.TC. TIME TIME CPM r V.-TLL WELL V/:LL V.'lLl. I

/'•A i-- ' .•: i . • - . . - ; I • * ' / ' * '• /• .0

i .

1

I

I

57AT1: AIR Ll.'IS l-UV'-CT

CUAV. r-M

oDorr TASTE LAI:. S A M P L E

FT., IN CDS. W^L.' E-,;,T;;;;=,u __^.i2Ji .;rr: ir: v.'i-i FT.,IN OES. \VELI.

E^T.'C.". Of T'iST KOI-E

NOTI (1) SKITCH M r A S U S E M E N T C r»CM C..\OUNO LEVi'L

12) oss. V/ELL ccaii.s is ap;o^iTr v.rn. cc^:: ro;i LAYN: • Kr.'.v vsx.x co.. i..'c.

,' NEV/Yc..-:: c;cj.. !N:C.

DAT. '_ TCST '.ViU. NO. r X Pj

rox

. DISTANCE . OJP7H .

. DISTANCE .

WELL SCSEiN: TYPE _J ^_ LCNOTH

PUWPINC DATA

f mrr Whrzm Engineering General Borings, Inc. SHEET 1 OF 1 HOLE NO TW-1U Project #8909 P.O. BOX 7135 PROSPECT. CT 06712

36 NO. . PROJECT NAME .• x LINE • 12-80 Southington EMAM-OAIUER ... LOCATION • . . .-^ STATION

*• J.D. M.S. 1: Southington, CT. •ECTOR;. ' — - * OFFSET •?£££ '1/'-' O.K.

1WOUND WAT Veil CASING SAMPLER .r. CORE BAR ^-^ «J*»«*'— Fmiih

OATP 2/22 2/22 /flr> " • 7 -ft- AFTI ss '..-fir-SIZE 1.0. - 3t 1-3/B" • • '—•— * 'SURFACE ELEV . > , .,i frT ' 'FT :« HOURS j HAMMER wr. H*0 LBS. BIT GROUND WATER ELEV HAMMER FALL 30"

—^ ,-•-fifr. ffarZyri Engineering General Borings,, Inc. SHFFT 1 Of 1 nr* c MO V TW-15 V Project #8909 P.O. BOX 7135 PROSPECT. CT C6712

fntoeNO. PROJECT NAME LINE iS 12-80 Southington •f MlAN-ORILLER LOCATION STATION • J.D. M.S. Southington, CT., •' -^» itPCCTOR OFFSET ;£-«•.

ffTIf £J • ROUND WAI ER OBSERVATIONS CASING SAMPLER CORE BAR. rSiafl . Fmiih TW13.5 rr TYPE HA SS nAW 2/25 2/25>/Bo ATTBR^JL-MOURS g,«ot stab] LlILzed SIZE 1.0. 3^" 1-3/8" SUBFACE Fl FU • rr m!i Ib" b1 2.5' U u 10 Dry ' i " l)T Brown ana red-crown line-IT| Medium coarse. Sand, little Silt, trace

fine Gravel, trace Vegetation. fTf1̂ 2 SS 18" U" b.5J 7 0 7 Moist 2) Red-brown fine-coarse Sand, u Medium m "littler Silt, trace fine Gravel.

3 SS 18" 6" 9.0' 8 10 Wet vithvbiack fine-corse Sand, rP 7 Medium littlelSilt in spoon tip - no if •j.* odor.,/, ^ 3) Red-brown coarse-fine Sand, H k SS 18" 2" 11. 5^ 1/J 2" i Wet Very, v "little. Silt, trace fine Gravel. 1

V Soft U) Brown organic Peat. 1 «" • * iF

nJ ? SS 18" Ib" lb.51 2 1 l 5) Top 10" brown organic Peat. • 16.25* "Middle U" gray organic Peat, som< j fine Sand, Pr*1 Botl bom 2" gray fine Sand and

•̂ Sill b. 6 SS ifi" 11" 21.5 1 u U Wet 6 ]Red-brown coarse-fine Sand, .Pf >Loose litl ble Silt witn gray fine Sand

J and Silt varves. I Hf J 7 S3 18" V 26.5' b b 7 Wet .7) 1Red-brown fine-coarse Sand,

Medium 26.T"tra< :e Silt, trace fine Gravel. EOB

HPJr

END OF BORING 26.5' Soil L^ • •• ,• •rr* ^ • i Ins-balled 25.0' Observation Wei: S^ 2.5 1 Stick-up

iIII VT-- 1 . • — ! :\ ^ im

?4pi r

1 t i

•** OF SAMPLES: » D.DRY W.WASHED C. CORED A- AUGER SS. SPLIT SPOON

| • UNDISTURBED BALL CHECK UP. UNDISTURBED PISTON VT. VANE SPOON ^^PQRTIQNS USED TRACE. 0-10% LITTLE. 10-20% SOME -20-35%. AND- 3S-SO%

••

Varry.i F-r.^l nee ring ' General Borings, Inc. SHEET 1 nf 2 MO.FWO TW-16-B 1 P.O. BOX 7135 PROSPECT. CT 06712 • ProJ«-t #6000

•OB - T t n p a s E R v A T i O N S CASING S A M P L E R CORE BAR

58.5 FT . AF'i rA 16 HOURS TYPE HV & JLA SS HATF 3/1?"'1 3/^60

S.ZE..D.V 3F" ifaZT SURFACE FLEV. 4> FT . A^J^y HOURS H A M M E R WT. lR> LBS. BIT GROUND WATER ELEV

H A M M E R FALL 30" *

, SAMPLE BLOWS PER 6" DENSITY STRATA kSlNC I, : FIELD IDENTIFICATION OF son. ON SAMPLER OR CHANG — .OWS R E M A R K S INCL. COLOR. LOSS OF ••fcER OEP' 'H (FORCE ON TUBE CONSIST. DEPTH WASH WATER. SEAMS IN ROCK. ETC.

NO i r P i *EN «EC FOOT &• BO I 0^ 6-1? 12.18 MOIST ELEV. 1TSS lib" 10' 2.5' k S> 7 Dry 1) !• led-brovn fine-coarse Sar.d,

1 Medium litt le Silt, trace fine Gravel. 'V 1

" 1"

2 3S fDET 6.5' 6 5 5 2) 6 ame aa sample #1. 7" n

.. • -- 1

•

SS |12" 6" 8.5' 9 100/ •>" . Dry 3) Same as sample j^l. 3 1 Very 8.0 Spoo n. refusal at 8.5' - "drilled

• Dense ( obblej 3 same as sample #1, Gravel acd U Iss iB"" 12" 11.5' 11 11 10 Dry 10.0 Cobb les to 10.0' .

I 1 1 Medium U) Red-brown fine-coarse Sand, — little Silt, trace fine-mediuj 1

1I Gravel. 1 n

1•V 1 5 ssTTB^ 11" 16. 5' 8 7 9 5) Red-brovn fine-coarse Swid, tm

"little Silt.

• „6 SS '18" 17" 21.5' u 7 7 _6) Saae as sample #5.

«•-- 1

7 SS "18" lh" 26,5' i* 6 6 it »

^7) Same as sample #5. • . 1

I 1

M 8 ss 18" 16" 31..51! 7 B 10 _8) Same as sample #5. W>

I ) • I li n

1 " ~^.

1 • nQ ssl 18" 9" 36,5' 8 9 10 t9) Same as. sample #5.

1 M«

• !l» ^ 1

_

• n 1in ss 1fl" fi" m.51 9 9 9 10) Same as i ample #5. *t Of SAMPLES:

D. CRY W. WASHED C. CORED A. AUGER &S- SPLIT SPOON — • O N D ' S I U R B E D BALL CHECX UP- U N D I S T U R B E D PISTON VT- VANE SPOON

^PORTIONS U S E D TRACE. 0-10% L I T T L E - 10-20% SOME- JO-OS V AND- 3S-SO%

I* o _ "little Silt. I 1:

! - I SS IB" 0" 71^5' 22 29 Very ^ ̂ No recovery - two attempts ^3ss id" o" 73-0' 33 26 34 Dense "over drove - drilled aaae as

above to 73«0* .1Lr^

73.0' _ - EOB 1I END OF BORING 73-0' Soil

• ^11 ? Installed 72.0' Observation VeU 2.O' Stick-up f

1pE OF SAMPLES:

-i0- DRY W. WASHED C- CORED A- AUGER SS. SPLIT SPOON

i- U N D I S T U R B E D BALL CHECK UP" UNDISTURBED PISTON VT. VANE SPOON ^PORTIONS L'SCD T R A C E . 0-10% LITTLE. 10-20% SOME. 20-3i%. AND. U-50%

*—. .

^M F F T3jT. Varryri Engineering ! Gei:eral Borings, Inc. ^^ >1F 1'j 1 H O i F w n - iw-x/

_ Fr°J tct '̂8009 P.O. BOX 7135 PROSPECT. CT 06712 LINE ' ' PROJECT NAME i ,o.

* 12-80 Southinjrton STATION £ W A N - 0 « ; l L E f < LOCATION

"fc 'j.D. M.S . SouthJ.nsrton. CT. OFFSET O»-fEC/Ofl

'JftL' r_ ^*in Fini in

TROUND W A !£_::. U^SERVATIO^S CASING SAMPLER CORE 8A-R.

ES . OXTP 2/«1 2/27/Bo . , 1^5rr Ai'-f tn__^_Houas TYPE J*A _ »«•- SIZE I.D. 3"̂ " 1-3/8" SURFAr.F F1PV.

.r rr HAMMER WT. 1UO LBS. BIT r,noi/wn WATFB F I F V i?j,ir- H A M M E R FALL 30" -j

D E N S I T Y S T R A T A BASING SAMPLE BLOWS PER 6" F I E L D IDENTIFICATION OF SOIL OR CHANGE ON SAMPLER • BLOWS R E M A R K S INCL. COLOR. LOSS OF D E P T H — 1 P£.R O C P T H ( F O R C E ON T U B E ) CONSIST WASH WATER. SEAMS IN ROCK. ETC.

NO r*-;- P C N «cc "j FOOT *> W O T . 0-6 6-12 17-18 MOiST ELEV. I 1 3.1 Itt" 12" 12 19 2b Dry 1^ Red-brown fine-coarse Sand, 231

Dense Uttle Silt, little fine-m-diua t Gravel. NOTE: From 0.0' drilled saae -l -

2 I S r f IB" 6.5' 28 29 28 Dry aa above Gravel and Cobbles, 9" » Very "very dense. • i 3 SS 18" 12" 9.0' 2U 31 25 Dense 2) Same as sample #1.

1 n 3) Same as cample #1. f. j ' 1* RS 18" U" 11 . 5 ' 27 29 H _1() Same as sample #1. •29 w

1 / 1 ;

i \ 5 ES j 18" Q" 16,5' 2? 28 20 Wet .5) Red-brovn and gray coarse

\ Dense PM

"fine Sand, little Silt, tracs • fine Gravel.

6 r,s 18" 11' 21.5' 1U 22 16 • « .. ^6) Red-brovm coarse-fine Sand, S* .

^"little Silt, little fine-nediun Gravel.

18" 10" 26,5' 6 8 9 Wet 7) Red-brovn coarse-fine Siad, -Z-T SS ' Medium

»

"little Silt. »

H8 £5. 18" 16" ',1.5' ]i 9 fl _8) Same as cample #7. ! 3L5"

** EOB • •• ••"

v END OF BORING _31.5' Soil • ^—

_ In«taJ_led 32.5' Observation WeJL 2.5' Stick-up

* iTl OF SAMPLE*

D - D R Y W. WASHED C» CO«£D A- AUGER SS. SPLIT 5* DON B. U N O I S T U R O C D BALL CHECK UP- UNDISTURBED PISTON VT- VANE SPOON HOPOHTiONS U S E O TRACE-0-10X UTTLE- 10-?0% SOME- JO-ASV AND- 35-50%

_

1 General Borings, Inc. •IHFPT i orwoi f NO TW-lB

P.O. BOX 7*35 PROSPECT. CT 06712 PROJECT NAME L INE

Southington LOCATION STATION

Southington, Ct. W OFFSET tt_

CASINO SAMPLER CORE BAR. TYPE JU ss OATP 3/?ifr 3/7/8? SI2E I.D. 3? l-3/8'

r SURFACE CLF.V

HAMMER WT. 1^0 IBS. BIT GROUND WATFR Ft FV H A M M E R FALL 30"

BLOWS PER 6" DENSITY S T R A T A F I E L D IDENTIFICATION OF SOIL ON SAMPLER OR CHANG REMARKS INCL. COLOR. LOSS OF (FORCE ON TUBE CONSIST. DEPTH WASH WATER. SCAMS IN ROCK. ETC. 0-6 6-12 12-18 MOIST ELEV. 22 314 y> Dry 1) Iled-brown fine-coarse Sand,

Very lltt le Silt, little fine-nedium Dense Gra\ 'el.

NOT! ;: Frcoj 0.0' drilled Gravel n27 100 / 3" to and Cobbles,

"2) £ ame as sample #1. n27 29- 3) P ed-brovn fine-coarse Sand,

^ lltt le Silt, trace fine-medium Grav el.

n29 2° 10 10.01

1*) S ame as sample #3. • NOTE : 1C.01 End of Cobbles.

2Q 35 144 Wet 15.0 -5) Same as sample #3* Very NOTE : 15.0' Drilled same as Dense abov e Gravel, Cobbles and small

Boul ders - very dense.

10(j ^2" Very m> ,Spoo n refusal 20.17* - no Dense reco very - drilling thovs same

as al bove.

ti u^> 100 / Wet .6) S ame as sample #3* Very 26.0"' Dense EOB

]•JLD OF BOKLNG 26.0' Soil

Installed 26.92' Observation Veil 2.0' Stick-up

A. AUGER SS« SPLIT SPOON

I 1 I I.

A

^Of SAMPLES: J D . D R Y w.

.-11T. Warr . -n Di^ineering

•ct #6909

i JOo NO.

i, 12 '-Co

f £ U A N . D R I L L E D X J . D . M . S . 'ECTOR

' G . K . (GROUND WAT &. i53SERVATiONS h 13.92rr APT FR 0 HOURS • i r-«

7r FT tJ I tR HOURS

CASING SAMPLE BLOWS

PER FOOT HO TYP E HH "EC

D E f ' T M (y E O T .

1 ss iB" 12' 2.5 '

1 ( 2 ISS 8" 3" 5.67' /

1 3 Sli 16" IV 9.0'

I u S? Il8" 10' 11.5' ! _

i

< 5 S3 18" 6" 16,5'

SS 2" 0" 2O.17

. 6 S3 12" 5" 26.0'

lir -•

WASHED C- COREDjgNOlSTURBEO O A L L CHECK UF'. U N D I S T U R B E D PISTON VT. VANE SPOON gWTiONS US£D T R A C E . 0-10% LITTLE- 10-20* SOME- 2O-35V AND- 35-50% J

1:MT Warzyn Engineering General Borings, Inc. CLHPFT 1 DF 1 Project j$£09 HO, Fun TW-19 .PO. BOX 7135 PROSPECT. CT 06712

JOB NO PROJECT NAME L I N E m , t 12-80 South! ngton i

^j— I E M A N - D R I L L E R LOCATION STATION

ft J.D. M.S. Southington, CT. ^PECTOH OFFSET £»~

"E5L 1 O .K. GROUND WATf,

1 (

1?WT. Warryn Engineering SHEET ^ OFHOLE NO. TW-20

General Borings, Inc. ct M909 P.O. BOX 7135 PROSPECT. CT 06712 . £*S&

PROJECT NAME LINE JOrf NO. \2 -80 Southington

•f HEUAN-DRILLCR LOCATION STATION J .D. M . S . Southington^ CT.

PECTOR OFFSET • C -,_ . •d **' ***•

GROUND WA U - T T 3 S E R V A T I O N S CASING SAMPLER CORE BAR. 1 .T 8 .fT . A .=rER 0 HCHJRJ; ' TYPE KW SS nATe 2f$° 2/18/80

SIZE I.D. U" 1-3/8" ' • SURFACE ELEV. — « T FT . TV r£R_ HOURS H A M M E R WT. 1^0 IBS. BIT GROUND WATER ELEV.

H A M M E R FALL 30"

BLOWS PER 6" D E N S I T Y S T R A T / kCASING SAMPLE : F I E L D I D E N T I F I C A T I O N OF SOIL ON SAMPLED OR CHANG E Hi BLOWS R E M A R K S INCL. COLOR. LOSS OF (FORCE ON TUBE CONSIST. DEPTH f-ER WASH WATER. SEAMS IN ROCX. ETC

FOOT MO T Y P I PEN ,EC *? BOT. 0-6 6-12 12.18 MOIST ELEV. i SS 10" a" 2.5' 13 I/ 12 Dry 1.17 Frost

Medium 1) Red-brown fine-coarse Sand, \ 3.0 1 trace fine Gravel, trace Silt.

NOTE ': 3.0' Drilled Cobbles, 2 SS IB" 3" 6.5' 17 29 36 Wet 2) f led-brown fine-coarse Sand, •..

Very ' "trac e Silt, trace fine-coarse 3 SS 18" 10" 9.0' 16 16 20 Dense Grav 'el.

Wet 3) F ed-brown fine-coarse Sand, •1 ' Dense trac e Silt, trace fine Gravel,

nli SS 18" 9" 11.5' 21 21 19 Quar •tz Gravel, • "U) P ed-brown fJoe-coarse Sand,

I .ntt le fine-medium Gravel.

5 SS 18" 7" 16.5' n 11 12 Wet .5) Red-brown fine-coarse Sand, • Medium litt le Silt, trace fine-mediun

Grav

3 Sheet 2General Borings, Inc. Of

P. O. BOX 7133 PROSPECT. CONNECTICUT O6712

R E P O R T O F A U G E R B O R I N G S A N D P I P E A N D B A R P R O B I N G S

Southington, CT.

"JojECT NAME SouthJngton

• IPECTOR

n• 1 Of7«et (Ft.) Depth Soil Su»t» •f i n A u g e r H o l e * noxiou Ffon From Probed B C (iFt.) From To . . (Ft.) (Ft.)

n AW-U 0.0' 14.0' n fi U.O ' 6.5' 6.5' 10.0'

10.0' EOB

^ AW- 5 O.O1 3.51 -

S.O' T - ^, 5.0' 17.0'

'«* 17.0 20.0' f 20 .,0' EOB

4

t- .%

*.. .*

LINE

PROJECT NÔ '

DATE TORI DONEL.

FOR WarTyn Engineering

CONTRACTING E N G I N E E R

( Inc lude : G r o u o d w a t e r depth , Size of ) Rena / Ic* ( A u g e r uied, Deacr ipt ioo -of Soil in )

(Auger Hole*, Depth of Auge r Sample*)

U" Concrete, red-brown fine-coarse Sand,

little Silt, little fine-coarse Gra.vl »":}_

Cobbles.

Gray Silt, little fine Sand.

Gray fine-coarse Sand, some Silt.

END OF BORING 10.0' Water - 7.08'

Red-brown fine-coarse Sand, little Silt,

little fine-coarse Gravel and Cobbles. ^ery d̂eas

Rrovn f i np-rri^T?;0 P'n^ so"° f ^ l t -

Brown ore?r«ic Peat, sonie Vesetat-'cn.

Grav fj .ne_f=nd and Silt , trac^ Ve/tetption.

Soft-NOTE: At 20.0' Send ran into Auger

to 12.0'.

END OF BORING 20.0' Water - U.I?'

—

1•

3 Sheei_3_ ofGeneral Borings, Inc. P. O. BOX 7135 PROSPECT. CONNECTICUT O6712

REPORT OF AUGER BORINGS AND PIPE AND BAR PROB1NGS

Southinpton, C T . L I N E J.

HE •. .. Southington W^JECT NAJ

^D^ M.S. J X E M A N

HPJECTOR ^K.

Of/«ec (Ft.) Depth rv. MtMioa Froa Ftota Probed

B C (Ft . )

TV L J I -' AW-6

n y 5.0' SH" b - AW-7

nj

i] 25.0' ^n

î-j5]

t ?>._-. H-i

»3 ~^i' Vin

i^

JJ **

t̂"Ji J.

Soil S t r f t t * in A u g e r Holes

From To (Ft.) (Ft.)

0.0' 2.0'

2.01 5.0'

EOB

0.0' 15.0'

15.0' 25.0'

EOB

-

•

PROjFrr NO.-"7l-2-eO

DATE VORr DONE 3/7/80

FOR Warr;/n Engineering CONTRACTING E N G I N E E R

( Inc lude : Grouadvxer depth, Size of ) Remark* ( A u g e r u»ed, Deicript ion «f Soil in )

(Auger Hole*, Depth of Auger S a m p l e i )

Red-brovn fine-coarse Sand, little Silt,

trace fine-coarse Gravel.

Brovn fine-coarse Sand, little Silt.

END OF BORING 5.0' Water -,2.5'

Red-brown fine-coarse Sand, little Silt,

trace fine-coarse Gravel.

Red-brown-gray Silt, trace fine Sand.

END OF BORING 25.0' Water - 18.5' •

.r—

Jf

••

r»T Warmrn Engineering General Borings, Inc. SHEET 1 OF 1 HOLF NO 5C-3 Project No. 6909 P.O. BOX 7135 PROSPECT. CT 06712

PROJECT NAME LINE

12-80 Southington EMAN-DRILLER LOCATION STATION

JOB NO

J.D. MS. Soutbington, CT. OFFSET . »«-r^_•

fi O.K. GROUND WAIf c'iidSERVA7lONS CASING SAMPLER CORE BAR. SM^̂ ^̂ . Finish

T 8.92 FT A . r R 0 HOURS TYPE H [̂r . SS OATE vr^ ^/7/eo SIZE ID. 3l 1-3/8" SURFACE ELEV.

T FT. A i £R HOURS HAMMER WT. 1140 LBS. BIT GROUND WATER ELEV HAMMER FALL 30"

BLOWS PER 6" DENSITY STRATA BASING SAMPLE FIELD IDENTIFICATION OF SOIL ON SAMPLER OR CHANGE rLOWS REMARKS INCL COLOR. LOSS OF

PER DEPTH (FORCE ON TUBE) CONSIST. DEPTH WASH WATER. SEAMS IN ROCK ETC NO TYPE; PEN HEC @ BOT. 0-6 6-12 12-18 MOIST ELEV. 1 SS 2U" b1" 2.0' 1U 3^ 50 U3 Dry 1) Red-brown fine-coarse Sand,

P 2 SS 21*" 10" u.o" 1U 12 10 10 Very little Silt, little fine-medium 1 Dense Gravel.

3 SS 2*4 11" 6.0' 3 5 6 7 Dry 2) Red-brown coarse-fine Sand, Medium _trace Silt.

Oi|n •• [4 SS lit" 8.0' ill 16 I1? 17 3) Same as sample #2. 1 Dry U) Red-brown fine-coarse Sand,

5 SS 2UM 8" 10,0' 18 2k 36 31 Dense little Silt, trace fine-nediun Wet Gravel.

6 SS 2^4 '* 8" 12.0' 15 IP 15 20 Very _5) Red-brown fine-coarse Sand, . . ^m ? Dense "little Silt, little fine-medium Wet 12.0' Gravel. Dense EOB 6) Red-brown coarse-fine Sand,

[

Slittle Silt, little fine-medium Gravel. ^ ..

- |

'END OF BORING 12.0' Soil —

-» ^ •

'«

JVI M

i.

IP 9

^~

^ •

V itt*• •-_• -.- ~*_ s

••' ^ n 1 ^ _S , J SAMPLES:

•jgORY W- WASHED C- COPIED A« AUGER SS« SPLIT SPOON • UNDISTURBED BALL CHECK UP« LINQlSTURUEO PISTON VT= VANE SPOON BJ^TiONS USED TRACE. 0-10% UTTLE- 10-20% SOME- 20-35%. AND* 35-50% al .—. _ _ — - — _ 1

Q: PROJECT RE PO«T OF BORING NUMBER JbJ —

'L.'UCflC-ZOINO 8 ASSOCIATES, INC 1flU Turnpike Undfill Of 'SHEET OATE. inn yjl(, : . FILE V-612S

Son. V«)dlAi r^ U.t foirt t Drl lMnj, Inc. BORIHO LOCATK3N . _"?.̂ .LtLi BCfl.'.ViJ roaci-u M Willl.. Kltkii QWOUNO ILIV USJJ un*0 V20 44 Qlwrrn D4«li C. Cr»n. DATE >TAJ*TCO ^-20~*» MTT r 01*. t»

CASINO sAMPicA mr ui 5 0.0

Hr. T».f. Split Spoon ontat, 2Z2P

• •.^ik rk Hv t̂*1™ 1AP *• — ~— ru_Li

CAS SAMPLE EQUIPMENT FIELD t^'iiSAMPLE DESCRIPTION aINSTALLED TCJT1NO I«*»s /rr NQ PEN./HEC. DEPTH BLOWS/6" c 0 S- 18/12 0-1.1 2-2-3 ltd brown, (ln«-to-Mdlua SAND,

trie* Silt. FILL

5 S-2 19/6 5-6,5 5-5-5 Dirk irtj, (tn«-to-co«r«« SAND, 6.0

Httlt Silt, tr»ct fln«-to-»c

PROJECT RE PORT Of BORING NUMBER,. 1-2 r.'.LDLEHS-ZCINO a ASSOCIATeS.INC r>U Turnplkf UndflU I f»r ISHEE1 OfCTtCHNiCftL /GEOHYDROCOGIGU. JT7U/5C , J-\fv-^'^ CATC.

SOfllNO H VlUli. Mlckle OWOONO ILtV LLi —ro*rw-» flmrrn Pnrlr t r firrrnr OATt STAJITtO_iaflMfi CATC CKOCO _U îO

CASINO ĵ MPVEH Trpr ,.,(. |»U T — r - .Spllr Snonn _OTMO«i -l̂ iS .?,} 0.9 • uAUUtlli !»- munrm. 1*0 _ — Ik*

OT>» tH

rill:110. U —

CAi SAMPLfl EQUIPMENT FIELD SAMPLE DCSCR1PTIOH a8L. INSTALLED TESTIMO i*« a /rr. NO rtN./ncc. DEPTH BLOWS/6 0 4 - 5 - 4 Red brown, f Ine-to-Mdlua SAND, 18/2 0-1 '

trice Silt. ^. SAXD

FILL

y ^ 5 S-J 18/* 5-6. i 14-9-10 Red brown to d«rk brown, flne-to- 6.0

Mdlua SAND, tr»c* Silt.

10 to5-3 18/12 10-11. 2-4-2 Derk tr'T dirk brovn, fine-te HEfVSE / ̂

Mdlua SAKD. «O

1* PROJECT REPORT OF BORING NUMBER '_DfjCRC-20NO 8 ASSOCIATES, INC 1SMcn r '. OF G .C 1

^ T.:,..it-BOHINO LOC JkTU DN_Z >.t af.Ul fll f--- •B DfUNO lie1 LU Vlll l»« MUVlt OROUNO tLCV. DATC fTAWTCO i/?n/«* DATE r"p*

n i/,?n'*& f( 3fltMJ O LA Eh n\ntr* D»rid C. Criftna

CASINO JUU. jLiiî nllt "!nnr,n OTHÎ I «irr 1— Tirt- — S ^ HO (k. ^-^

M.U1UTH, t. KXUMtM_ X) Inchtt

g

CA1 BL.

/FT. NO

SAMPLE:

PCN./REC DEPTH BLOWS/* SAMPLE DESCRIPTION

^ EQUIPMENT INSTALLED

FIELD TESTIN4

M X

0 ,.m tfl/i ft-l •• !_•}_•» fr tr

d brovn, fln«.to-Mdlu* SAND, •c« sat. TINE

TO MEDIUM

SAKD

5 s- lfl/3 5-4.1 5-8-40 Red brovn, {ln*-to-*cdlu> S*nd, trace Silt.

Ku |lf RIlbMl 1. 7'

REMARKS^ 1. A u f t r re(u»l it 7 f ee t b«lov fround, no jround«»ttr cncounttred,

no «qulp»enl Initclled.

WTCS: I) THE STM7IF»CATIC« UNES RtPRCSO^T THE APP«OXIR»TC BCCNCWTr BCTWEEX SO«L TYPES AND THE TIUNJITCN U*Y BC . 2} WATD^ LEVEL RCAdNCS HAVE BCEN MAO€ IN TWE DflILL MOLES AT TIMES AND LNOE* CONtmCNS STATTOOW T>1E LOOS. FLUCTUATIONS IN THE LEVEL Of OWXNDW4TCT VUQf OCCUR DUE TO BCTO*3 NOT ACCOUNTED FOR AT THE

VTA PROJECT Rt IPOflT OF BORING NUMBER fc^LDTOW-iOWO a ASSOCIATES. INC IPltf T«rn»l>*« Landfill r 'SHEE CLOTLOi'JCAL/CEtltffOflOUXCAI. Soulhlngton, Connect icut J//U/86 ri r V-6U1 DATE

BOfllNO CO vniiu Mickia vmi^nrirv

t CNDCO_ FDSEUJ IN

OW C> VMM .Jk CHM14 •CAll^Q aAMPlEB -jfff n n1A f̂ '̂ '"1

I *0 jk. •UhMJCfl

,„, , 30 inchaa FAJ I:

•4 in Oil ff SAMPLE COUIPMCNT FIELD L. BL. INSTALLED TCSTINQ K/FT. NQ P1N./HEC DEPTH BLOWS/6"

0

SAND J»

FILL S s

5

10 S-l 18/1 10-11.5 6-5-2 Rad brown, f Ina-to-Mdluai SAND, 11.0'

crac« Silt, coaraa Sand, rafuaa.

15 S-2 la/a 15-16.5 2-3-4 Brown to black SILT AND REFUSEI

fibaroua awtarlal, tlaaa ate. r

20 S- 18/2 2

-' 1-T BOftlNvi NUMotn CO-_D3£ftC-ZOI/JO 8 ASSOCIATES. INC OH Turn ifrvindYlll REPORT OF •-OI 13 Southlnfton, Conntctlcut DATE

Cft F>.t ri««r nrllllnf Tnr. fcORINO LOCATICN .f^af^fil tt? H^ Tlimnltt t^f BORIMQ 1N WUll.. MUV1. mOLlun f l fW

167' fORlU; WtTH n.»ld C. tr..n. DATf fTA^Tto J/IQ/^6 . MTr CNOCO _i/10y56 OZA t>

.CASINO, SAMPLER ~f^ 3D 0.0 l,( USA rv»r- Sollt Scoon crmmi 3/21

1*«0 iv i k ..,,. » Inch,. i

CAS. SAMPLE EQUIPMENT FIELD IBL. im INSTALLED TEST1NO JX /FT. NO PtN /RE DI:PTH BLOWS/6" 0 S-l 1H/1H O- 1 5 1-7-1 . Red brovn, (lnc-co-Mdlu* SAND. SAND

tr»c. f lne-to-Mdltm Cr.v.l, trie. nu. Silt.

' .

5 S-2 6/2 J--5.5 \00/6 R*d brovn, f Ine-to-mdlim SAND,

trie* (ln«-to-«cdlua Cr«v«l, tree. " Silt. 8.0'

10 18/0 IJ-11J 31-21-21 No rtcovtry XCTUSE

%

S-3 18/6 IJ-I6. IV-ie-23 Brovn, f ln«-to-co«r«. SAND, trie. fln«— to-Mdlu* Gravel, tract Silt, vood. fla.a, «tc.

20 ZS-4 18/1 20-21.5 3-J-9 Dark brovn, f in«-to-«.d(u« SAND,

tr.c. I ln«-to-Mdliw Crarcl, trace

. . Silt, plaitlc «tc.

23.0' E.O.I.

(I)

..

T

s"

REMARKS: (1) 2" PVC o k j « r v » c l o n veil .et «t 23.0 f .et .

Well conalit. of 20.0' ol .lott.d icr.cn »nd i.O' of riitr flpe v l th . 2.0' .tick-up. S*nd v placed .round the »cr««n, wi th I kenconltt «e.J Iro* 1.0 to 2.0* end . protector P!M it th« ground .urf.ce.

NOTES: I) THE STRATI/-JG1-TION UNCS RCPftESEWT THE APPROXIMATE BOUNOAflY BETWEEN SOL TtPEJ AND TH€ TJUN4fT«X WAY 8C WA™ LEVtlr^iS^; o' - "EAO«NGS HAVt 8CEM MAOE IN THE WILL HCLEJ AT TIMES AND ONOEH OONaTKM STATTO ON THE

BOfBWCS LOGS. FLUCTUATIONS IN THE LEVEL Of C«OJKOV*TEH UAy OCCUR DUE TO MCTORS NOT ACCOUNTED FOB AT THC T1M t M EASyfl £. M E NTS Wt R£ MA 0 E.

PROJECT REPORT OF BORING NUMBER -CZ-I EH3-ZOINO & ASSOCIATES, INC RondOil TurnDlkc l-nn4fl l l 5 f l f fT 1 nr 2lYDROuxioy. DATE 1 - 1 2 - 8 7 rn r H-fiY'O Smfihln.ton. CJ.

6 C K I H G FORCMA N j n owa'un r> FV —

CINrFU Chr is topher J. «o? ler DATt STA*TtD_lai£? DATt CNOC 0 .1 - 1 4. -8 7 G2A El*

30"

VX CAS SAMPLE EOUIPUCNT FIELD

BL. INSTALLED TESTING iA i?»8 /IT. NO. PCN./REC. DEPTH BLOWS/6" TOPSOIL 5, 7 6 / 1 1 Q-21 - t - 7 - ' J Brovn fire to «*dlum SAND, ao>e IINU

Silt, and organic utter; topaoll. .2 0.* PP« :INE TO ,-QARSE

0.3 PP« 5 5-2 7 4 / 1 4 ' 5-7 'a-i:-42r?i Brown fine to coarse SAND, sove

trace Cobblea.

5-3 24/15 in-17 >n.i i-in-m Brown fine to coarse SAND, SOM 0.: ppa 1C Silt and fine to coarae Gravel, trace Cobble*.

3-4 24/ 15-17 0-8-9-13 Cobble In Split Spoon; No recovery 15

117

• INE TO i-5 '4/0 20-2? -m-n-i? Red fine to nediua SAND and SILT. 4CDIUM 0.5 pp. 20

;AND

3.5 pp. 3D i=6_ 74/10

lci-27 2 -14- lS - i fe Red fine to oedlun SAND, aoae Silt.

i i-7 24/10 JQ-32 -11-14-12 Red fine to BedluB SAND, sone Silt. 3.4 ppa

J i-fl 24/14 15-37 i-iH-?n-7S Red fine to aediuai SAND, io*e Silt. 0.0 pp« 1

-9 24/15 0-42 ' 15-17-70 Red fine to coarse SAND, ioae Silt. .2 PP« 40 INE TO OARSE AND

-10 7 4 / 1 5 5-47 i-H-lfi-l', Red fine to coarse SAND, sow Silt. •2 pp«

-11 2 4 / 1 7 50-52 2-1 5-20-24 pri fin* rn rnArcA

PROJECT REPORT OF ecmiNG NUMBER Ji£; L.J'. c -s t f -o - ro iNo a ASSOCIATES, IMC SHEET L__ f.C )-r.O''.C.'V_/GEOKYDROLOGCAL rn r vi-f>

iFB C/-2 r PROJECT RE PORT OF BORING HUME ["GOLOrLnG-ZOtNO 8 ASSOCIATES. INC 01(1 Tnr : i ^ iV^ pnftil l^r.^f'.ll r 1 r>r 2SHEEI Southinnton CT.

BORIN1 VfVATifiM 6ennr Drl»e

fOHlHt (ftCllHO ELtV BCRING

DATr »TAJ»TTO I.M-A7 0*T£ TNOfD l-l«.-flJ OZA CM CINEER. , Chrl»to»h«r J. Unoler

CA5INQ SAMPLER Ull 1 -uJf̂ n gj"'^^,*^^,^^.. ̂

M4MMCK

rui 30"

CAS SAMPLE EQUIPMENT FIELD v>

BL. SAMPLE DESCRIPTION ft rjuj XINSTALLED TESTING K8 /FT. NQ FtN./REC DEPTH BLOWS/6 , FINE TO HNU 1S-l 24/13 0-2 '-7-10-12 Dark Brown fine to coarse SAND, soa :OARSE oediu. Gravel, little Silt. 0.0 pp. SAND

1

5-2 24 /12 5-7 jj-10-13-12 Re i fine to coarse SAND, little / ^7 5 0.2 pp.

il t. FINE TO COARSE ^ SAND

0.3 pp. S-3 24-14 10-12 '-11-10-12 Re i fine to coarse SAND, little 1C 511 t.

1

S-4 24/10 15- : 7 7-7-12-12 Rec fine to coarse SAND,. little r 0.4 pp. Si t.

S-5 24/10 20- '22 10-9-10-13 Red fine SAND. so.e Silt. 0.0 pp. 2C, t20 FINE SAND

S-f- 24 /14 25-'7 I7-1V-1S-? Red fine SAND, soae Silt, 2: 0.6 pp.

3'. S-7 ..24/13 _ 0-32 .'0-27-27-n ed fine to coarse SAND, tome Sill, 0.6 pp. 30 IVE TO OARSE AND

v S-3 24 /12 35-37 6-20-29-22 ed fine SAND and SILT. .2 pp.

35 1NE SAND NO SILT

< !'• i-9 24/10 40-42 4-J7-16-17 r

DtP

TH

CZ-? PROJECT RE PORT OF BORING NUMBER GXDDERG-ZOirJC 0 ASSOCIATES, INC Old Turr .pfkf Un»rf {jtndtHl . r ? _ or 1SHEE1

1 - 1 5 - 8 7 ril E H-6970 Snufhtf l f tna. (T. DATE.

BORINr? irVATinw flfnnjr Qriy? :_ BORING CO J -,n,r.l J .D . OHOUNO firv FOREW; LN

OATr JTA*TTD J-O-87 OATK CNOCD 1-16-8' GZA in OAoc^owATcft ni

IA! *Art« LAIII* t! • fUUHAf*MI h^

140 ft HAUWCH rtt i • FU1 : 30" .

VI CAS. SAMPLE EQUIPMENT FIELD EL. SAMPLE DESCRIPTION a|6*S INSTALLED TESTING /FT. NO. PCN./REC DEPTH BLOWS/6 a

.1 J

S-i ;4/i8 65-57 16-14-19-2 Red fine to Mdlua SAND, tone Silt HNU 0.2 pp.

5- 24 /14 60-62 18-15-22-2 Red fine to •ediua SAND, «o«e Silt 0.2 pp. GO ',

/

5-1' 24/17 65-67 14-12-18-1 Red fin* Co Mdlu. SAND, to.e SilC pp. 65 0.2

70 s-i: 24/20 70-72 12-JJ-14-1 Re 0.4 pp.

00 S- l< 24 /17 90-92 6-19-30-32 ed fine SAND, soae Silt. 0.2 pp.

'

End of Boring i 92'.

95

1

lOi

1. C7.-2

Screen: 20' slot, th readed flush Joint, scheduled 40 p*c. Se t t ing : 70 to 90 fee t : 1 2 fee t of cave-In at bottoo of boring. Crsv.l pack: 118 sl.llce sand: 66 to 90 feet. Seal: bentonlte pellets: 50 to 66 feet and 3 to 5 feet. Development: Air l i f t for t 2 hr.

'

FR f.Z-'J PROJECT REPORT OF BORING rAJME •'.•OLCIJCKG-ZOINO 8 ASSOCIATES, INC Old Turnrllie Ro.iJ Landf i l l SHEEI I nt 1iiC 'J ' JXHMiCfcL /GEOHYDROLOGCAL 1-16-17 ., ru r ll-M?!) 0'.

RHWINr. MIMflFRCZ-4 S.M.DPftO-;ECT REPORT OFy^u'^o-zowo a ASSOCIATES, INC r 1 nr 3SHEEIC i C ' EO1' llCAL/GEOHYDROLOjCAL. Southinftofl, CT! DATE. 1-19-S7 FILE.H-O'J/U .

•AT flirt IW-inl k'nllc{7pnfrn^ BORtNQ LOCATIONKlOCn.'NS CO . D. onauuo ri rv

OIA tNCINC

• TK W.ADIHQIcAsinq SAMPVER TiTT4-̂ p 1 60 rk

rill : V)"

4.C C A SV - SAMPLE EOUIPWEN-r FIELD \n

BL. XINSTAJ.LEC> TESTING/FT. NO PEN./REC DEPTH B L O W S / 6 cc .•_ 24/18 o-:; 5-6-5-34. Brown fine SAND, some Silt, Fill. INU

0.5 pp.

/ 5 >7 24/lt •i-7 «-i i-n-i Dark grav coarse SAND, some fin B t 3.0 pp.

•edlu. Cravel and little Silt,-11 ^

10 S-3 24/6 10-12 7-4-4-10 SAND, GRAVEL, and SILT, sone 0.0 pp.

Ceramic andPlastic, Fill.

FILL

15 S-4 24/10 15-17 30-29-30-3 Brown coarse SAND and SILT, Fill

O.I pp. -

5-"i ?4/ l? ,•'0-7? An-IQ-iS-Tfl Brown fine to coarse SAND, Silt an20 — 0.7 pp.fine to eediun Cravel, some Class and Metal, Fill.

rsst

S-6 24/10 J5-Z7 12-10-10-1 Brown fine SAND and SILT, so.e2'. 0.5 pp. Cobbles. FINE SAND

AND SILT

coarse SAND and fine Cravel, tra :e i 25

—

1 I S-? 24/5 30-32 6-13-10-8 Brown fine SAND and SILT,so.c

0.7 pp.oarse Cravel and Cobbles. —

5-8 24/10 35-37 10-13-13-11 rown fine SAND and SILT, some oarse Cravel and Cobbles. 0.4 pp.

-

4C s-? 24/10 40-42 11-4-4-7 obble In nose, no recovery,

,r S-U 24/11 45-47 ?-9-3-2 rown fine to coarse SAND, aoae 0.9 pp. 2lit andflna to medium Cravel. '' 'INE TO

AND rown fine to coarse SAND,so.e

•>\i 5 - 1 1 K/fl M-^-> L-fi-S-7 1U, (loe to oedlua Cravel. 0.6 pp. RENURKS = 1. Soil samples were screened for volati le organic compounds using an HMD Model

PI-101 Organic Photolonlzat ion Analyser .

2. CZ-iS End of boring t 45 feet Screen: 20' of 20 slot, threaded flush Joint, schedule 40 pvc . * Seat ing : 23 to 43 feel; 12 feet of cave-In at botto. of boring. Crave l pack: (18 sil ica sand; 18 to 43 feet Seal: bentonice pellets; 13 to 14 feet and 3 to 5 feet . Development: Air l i f t for t 1 hr.

NOTES: 1) THE STRATIFICATION UNES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOL TYPES AND THE TRANSITION WAY BC GRADUAL. 2) WATER L EVEL READINGS HAVE BCEN MAOC IN TME DRILL HCCES AT TIMES AWO UNOER CONOITICNS STATED ON TWE WRINGS LOGS. FLUCTUITTOWIN THE LEVEL Of CWXKDVWTD. MAXOCCUR DUE TO FACTORS NOT AMOUNTED FOR AT THE

BFR C7-4 S.M.D PROJECT RE PORT OF BOTING MUM CO'.DQERG-ZOWO 8 ASSOC!A"'£S, INC Old Turno lVf Ko»d Ijinddll 2 nr 1CVOrCOUJK^/GEOHYDROLDGCAl. SHEE1

DATE. 1- 19-37 Fn r .H-69 'Q _5SHiJlV!l*W)j. CT

fc.^«lNG rft CfnerpJ BORIN'? irvjTic»j Near Old L«- 101 W » | l s

f O R E M X LM r',D. ,. . QPOUND tLtV OATf STAJHTD 1-19-87 OATt FHDfD 1-30-87 GZA £N icinrrm f|hr«DBhrrJ. *i,Dl*»

o^C^KOw'IC* RODINQJ CAgINg

Split Sroon oTMra: ! It UO UL

H,\MMCK •5-21 2 4 / - 10CM02 Moulders. // _ JU 5-2; -2V-.. 103-107. Boulders. REMARKS'

1 . C7.-4 M Cnd of Boring t 85 f e e t , Screen: 20' of 20 slot, threaded flush Joint, schedule 40 pvc . Selling: 65 to 85 feel below grade. G r o v e l pack: J10 illicit sand. 85 to 50 feet. Seal: bentonlte pellets; 40 to 50 feet and 3 to 5 feet. Development: Airlift for t 1 hr.

NOTES: 1) THE STRATIFICATION LJNCS REPWESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES AND THE TRANSITION UAY Bt GPADUAL. 2) WATEfl LEVEL RCAONGS rUVE KEN MADE IN THE DflILL HCLES AT TIMES AND UNDER CONDITIONS STATED ON THE

n UCTUATlONS IN^ur^rfc?* - THE LEVEL Of GRO

CZ-4 S.M.D PROJECT REPORT OF ̂ BOftlNG NUMBER OC'.DBLRG-ZCINO B ASSOC1AT ES, INC SHEE1 OF 1

Snuf.Mnjron.. CT. DATE .;-ii-»? Fll E J)-fi97()

en Oner«l BORING LOC JkTV ON N fur Old LV-!Q1 Vtlls

r OK tut u n. GROUND EL EV R71 FHC.lHFtn Christopher J. Koo ley BATE STA^l TO 1-19 -57 OATt rubfO 1-30-87

CASING SAMPLER i'lgf.'Iji*," L^TI ' tî C î

ji-( 2" ovr T v * r - Solit Scnoa OTHDIi It M*""'". 140 It

,*t.. 30" kvlMUCII

CAS. SAMPLE EQUIPMENT FIELD BL. 2INSTALLED TESTING /FT. NO. PCN./REC DEPTH BLOWS/6 P*8j cI

llf S-2 ) 2 4 / - 110-11 Bouldtri. HNU

—

S-24 2 1 / "• 115-11 Boulden. 1'

—

— >-25 26/ — 120-122 Bouldera. I2C

>-2 24/6 125-127 Broun fine to coarie SAND, Crav il 125 0.6 pp« and Silt.

130 5-2 -J- 130-132 CRAB Brown fine to coarse SAND, Gravel and Silt.

13D -28 -/-135-137 CRAB Brown fine to coarse SAND, Gravel

and Silt. 1

End gf Boring t 137 feet.

1. CZ-iD End of boring t 137 feet. Screen: 20' of 20 slot, thread flush Joinc. schedule 40 pvc. Setting: 110 to 13C feet below grade; 17 of cave-In at botto« of boring. Gravel pacV: 110 silica sand, 100 to 130 feet. Seal: benconlte pellets; 90 to 100 feet and 3 to 5 f«et. Development: Airlift for t Ihr.

: DIME STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETTWEEX SOL TYPES AND THE TRANSITION MAY ae GRADUAL. 2) WATE.R LEVTL READINGS HAVE BEEN MAOC IN TH£ DRILL HOLES AT TIMES AND 'JNOEH CONDITIONS STATED ON TWE BORINGS LOGS. FLUCTUATIONS IN THE LEVEL Of GROUNDWATE* MAT OCCUR DUE TO FACTORS NOT ACCOUNTED FOR AT THE 11M t M E ASJR EM t N i S WERE MADE.

REPORT OF RORINT, No tW-M OBGRG-ZCXNO a ASSOCIATES, INC. PROJECT SHFFT 1 OF I 320 NEEDHAW ST., NEWTON UPPER FALLS. MA. Q]d ̂ ^ ^ ^^ f{\ F Ma 7-6020

CHKO HY GEOTECHNICAL/GECHYDROLDGICAL CONSL 'LTANTS ^{iuf.hinot.on. CT

^

GZ\ 'KELLER PROJECT REPORT OF BORING No i.W-l02s' GCxbbEoo -2OIMO& ASSOCIATES r*c SHEET— J Of £

Hid

30

Old Turnnike Rood Landfill Fit E No T-6020 Ml t A f A Y F T r t 8OUICVARO Slniir(iingf;on . Connecticut CHKD BY BfliOGC^OftT. Co»^NCCTiCUT MCO4

ORiNG Co GZA Dri l l ing Inc. nrtniur. i nr»TinM SPP olan ORE*• occw» out TO OTHCK «TO BftRlNR No•̂rJfcr m THOSE c«ES£"T *T rut TIME >cAa^Ei«MTi wtnt M*«I

PROJECT REPORT OF BORING r4o Uf^ or\ SHEET__2 OF. GCXC"iEG • ZCJ"JO C. ASSOCIATES.. VS/C. Old T u r n p i k e Road Landfi l l FILE Me T-6020

Sou th inc ton . Connec t icu t CHKO. BY

5-6

SAMPLE

I I I ) 33-37

•CDW3/V

14-13-13-20

SAMPLE DesCRIPTlON

CLASSIFICATION

Dense red-brown, fine-to-mcdlum SAND, trace fine-to-coarse Gravel, trace (-) Silt, occasional Cobble.

STRATUM OESCRIPTON

S-9 40-42 6-8-10-lB Medium dense, red-brown, fine SAND, little (-) Silt.

S-10 24/16 4.5-47 4-8-16-17 D i t t o

S-l1 ?4/?4 Medium dense, red-brown, fine SAND, little Silt.

FINE SAND

S-12 24/10 55-57 Medium dense, red-brown, fine SAND, little Silt.

6Q-62 Medium dense, red-brown fine SAND, little Silt.

No sample/

7f

S-14 24/24 7Q-72 Very dense, red-brown, fine SAND, some Silt trace Clay.

Ill

END OF EXPLORATION.

REMAHKS:

Glowing sands five feet into augers after sample was tsken. Five feet of blown sand inside augers. Washed out prior to sampling. Knd of first shift. Four feet of blown sand inside augers. Washed out prior to sampling. Hole collapsed to 50 feet. One 2 1/2 inch PVC observation well installed with a screened range from ~ )-tfl 50 feet. Bentoriite seal from 28 to 29 feet.

JB3RINGNa

I

PROJECT REPORT OP BORING No Lw-io2t> GOLDBERG -ZOINO B ASSOCIATES, INC. SHEET 1 OF JJ 281 HARTFORD TURNPIKE , VtRNCN , CONNECTIC :UT Old Turnpike Ro.d L«ndfill Fit f No T-6D2Q

CHKO BY GEOTECHNICAL/GEDHYDROLOGICAL, CONSU 1 TANT*^ Soufhi pg*"^" ! tvr

j Co GZA Drilling , Inc. RORiNG 1 nrATlON See PI. in FOREt. (AW Rir-hArrt .Tnnpn r.Rnnwn SURFACE ELEVATION nAinui GZA ENGINE FR A. Bjarngard DATE

i

*TDF ROPING No LW-102D GOLCBcRG-ZOINO 8 ASSOCIATES, INC. CMFfT 2 (-IF J 281 HARTFORD TURNPIKE , VERNON.CONN. Old Turnpike Road Landfill Pll E W« T-6020

PROJECT REPO

CHXD BY 3/Ml th i fl{Jn r ^*^* GEOTECHNICALA5EOHYDROLOGCAL CONSULTANTS r n

CA

SIN

GfK

I/ltl SAMPLE SAMPLE DESCRIPTION

ocrrK No.

PfH/ SLOWS/*' Bunnister ri i«iri(-ATinw

""I/̂ C CD I STRATUM DESCRIPTION

40

50

FINE SAND WITH OCCASIONAL

GRAVEL AND COBBLE LAYERS

60

^*

REMARKS' 2. Drilling mud lost in gravel layer at 65 feet.

V^flry Ifc BORING NQ Lw-1020

GOLOOERG-ZOINO 8 ASSOCIATES,INC PROJECT REPORT OF BORING

3 OF 281 HARTFORD TURNPIKE , VKRNON.CONN. Old Turn t ' iXe Road Landf i l l FILE NO. T-C020 GEOTLXHNICAL/GEOHYCROLOGCAL CONSULTANTS SouLhinoLon . CT CHKO. BTV

SAMPLE SAMPLE DESCRIPTION STRATUM DESCRIPTION 3! DCPTH No. BLOWS/* Burmister CLASSIFICATION Ut)

No Sajnpl*

FINE SAND WITH OCCASIONAL

GRAVEL AND

eo No Sample COBBLE LAYERS

JLU

END OF EXPLORATION

REMARKS •'

3. One 2 inch PVC observation well installed with a screened range from 51 to 81 feet. Bentonite seal from 45 to 49 feet.

(BORING NO. _LW-1020

GOLDOCRG-ZOINO a ASSOCIATES. INC. 320 NEF.DHAM ST., NEWTON UPPEP: FALLS, MA.

GeOTECHNlCAL/GEOHYDRCXOGICAL CONSULTANTS

BORINC •. Tn GZA Drlllin?. Ire. FOR E i« AtJ B. Jn/i^ll GZA E NGINEER

CASING SIZE: n^»z

" ̂

8a. •- w

No •1

S-l 24/1 ̂

S-2 24/1

10 S-3 24/1

S-4 24/16

S-5 24/8

30 S-6 24/8

BFPORT DF nnRINfi N« LW17D SMFFT 1 OF 3

Old Turnpik* toad landfill Fll F Wn T-6020 Soutliinqton. CT rwicn BY

PROJECT

See plan RDPIKjr. LnCATI^NrTD(-niwn QHBP4TE f LEV/! lTir*l DATUM DATE 5TART

SAMPLER1 UNLESS OTHERWISE NOTED, SAMPLER CONSISTS Of 1 140 Hi HAuwCR r ALL INC 3O In.

CASING' UNLESS OTHERWISE NOTEC.CAS1NC Dflr/EN USING JO Old KAMUEA FALLING 24 in.NN ca sing to 85 feet Johnson

..„ 7n f»Pf OTHER1 fioY§r

^T OF ROBING WOLW17D PROJECT REPOI GOLDBERG-Z01NO 8 ASSOCIATES. INC. OF •» 281 HARTFORD TURNPiKE, VtRNCM , CONNECTICUT Fll F Mn T-6020 Old TurnpiX.* Raod Landfill

CHKD BY GEOTECHNKTAL/GEDHYCflOLOGICAL CONSULTANTS

KH./ No. &= I f")/^cc

5-7 7C/B

45 s-e 24/8

s-q 24/24

55

60 s-in 2d f>t

1C s-ll 24/6

SAMPLE OEfTM BLOWS/6" CO

4O-42 17-4.1-41-15

45-47 31-42-45-59

50-52 LO-8-11-17

60-62 9-18-22-26

7O-72 3-23-38-47

SAMPLE DESCRIPTION STRATUM DESCRIPTION Burmister CLASSIFICATION I

FINE TO COARSE 37' SAND

SAND AND GRAVEL WITH FREQUENT

COBBLES S-7 Very dense red-brown SAND and GRAVEL, little Silt, frequent cobbles

43 '

S-8 No Recovery

S-9 Medium dense red-brown fine SAND, little Silt

No Sample FINE SAND

S-10 Dense red-brown fine SAND, little Silt]

No Sample

S-ll Very dense red-brown fine SAND, little Silt

REMARKS:

Ow\ lUrXk IBORING Na

REPORT DF BORING No LW1 7D PROJECT '••OLDBERG-ZOtNO 8 ASSOCIATES, INC. «:HFFT i nr J 281 HARTFORD TURNWKE , VtRNON , CONNECTIC XIT old Turnplk* Road L k n d r i l l Fll f No T-6020

i TAkiTc Southingotn, CT CHKO. BY GE07ECHNICAL/GEOHYDROLOGICAL CONSU

X SAMPLE SAMPLE DESCRIPTION STRATUM DESCRIPTION OCPTHNo. BLOWS /«' Bumistar ^i A^cinrATiON 6- ?J = w%c ( I t ) I

8

S-l 24/24 82-84 13-20-25-35 S-12 Dense red-brown f ine SAND, little Silt, occasional 3/4 inch scan of

FINE SAND OCCASIONAL

CRAVLE LAYERS

9

S-l 24/18 91-93 16-24-40-46 S-13 Very dense red-brown fine SAND, little Silt

9

IOC S-l< 24/1; 99.5-101 ;i5-38-37 S-14 Very dense red-brown f i ne SAND, 101'

little (-) Silt occasional 2 to 4 3. inch layer of fine to coarse END OF EXPLORATION

REMARKS:

3. One 2 inch PVC observation wall installed with a screened range from 40 to 100 fee t . Bentonite from 35 to 36.5 fee t .

'̂Wktv/% LW17D *aj&v\ BORING No.

1 1 PROJECT REPORT OF B ORING N n L W I S D JOLDBEPG-ZOINO a ASSOCIATES. INC. SHEE T 1 OF 3 320 NEEDMfcM ST., NEWTON UPPER FALLS, MA. Old Turnpike Hoad L a n d f i l l F ILE U« T-6020 Southinaton. CT cn*n BYGEOTECHNlCAL/GEOHYDROLDGICAL CONSULTANTS

r" G2A S(!a planBOfllNC- D r l l l i n a . Trie. PinRiMT, LOCATION.FORE^IAKJ D Gpnuwp ^IIHFAT.E F LEW TKTN DATUM

G Z A E N G I N E DATE START 11- 1£I-Q4 DATE END 11-21-84

GROUNDWATER H .AOINGSSAMPLER-' UNLESS OTHERWISE NOTED, SAMPLER CONSISTS OF 1 DATE TIME *̂ 7" "ff~ STABILIZATION TIMEMOm HAMMER FALLING JO 1". CASING: UNLESS OTHERWISE NOTCD.CASING DRIVEN USING 30Olb. HAMMER FALLME 24 In. LI -20-84 0630 5.5' 30 15 hours

Johnsc:>n Revert mud used to keep LI -26-84 0845 5.6' • observation well CASING SIZE: HSA to 70 feet OTHER'- hole Dpen to 100 feet

z || S A M P L E sAMPLE DESCRIPTION a. STRATUM DESCRIPTIONOCPTM

No. BtjOWV*'8- &&£ (fO Burmister CLASSIFICATION \ 0.7' TOPSOir,

S-l 24/16 0-2 3-4-9-13 S-l Top 8 inches: Loose brown Fine to coarse SAND, some Sil :race fine to coarse Gravel

Ibottom 8 inches: Medium dens i-ed-brown fine to coarse SAND FILL] ittle Silt, trace fine to c:oarse Cravel

5 S-2 24/4 5-7 12-4-2-2 6.0'

S-2 1•op 12 inches: Had i urn dense red-brown f ine to coarse SAND ] ittle Silt little f ine to oarse Gravel, frequent cobble

Ilot torn 12 inches: Soft dark ORGANIC t rown to black SILT, trace SILT

10 ine Sand, organic odor S-3 24/24 10-12 2-1-1-1 11.0'

S-3 Top 12 inches: Soft dark brown to black SILT, trace fine Sand, trace wood organic cdor

ottom 12 inches: Very soft 1ight gray fine SAND, some

15 Silt, trace f ine Gravel trace SILT S-4 24/24 15-17 1-2-1-1 wood slight organic odor WITH FREQUENT

FINE SAND S-4 Very soft gray SILT, some f ine LAYERS

SAND, trace Clay, trace Grave! AIternately layered 1 inch •' 19.0' Silt layers, 1/4 inch f ine Sand layers

5-5 24/24 20-22 1-1-3-4 S-5 Very loose red-brown fine to

coarse SAND, trace fine Grave! trace (-) Silt

N 3 Sample

FINE TO COARSE SAND

30 ' S-6 30-32 14-14-14-12 S-6 M«idluro dense red-brown fine to

cc>arse SAND, trace (-) Silt

IRANULAR SOLS COHESIVE SOILS REMARKS: .0'*VFT. DENSITY 8LOWVFT. DENSITY

< 2 V. SOFT 1. Spoon wet.0-4 V. LOOSE 2-4 SOFT 2. Five feet of blown sands inside augers prior to sampling4 - K3 LOOSE 4-8 M. STIFF

K5-30 M. DENSE 8-15 STIFF 30-50 DENSE IS-3O V. STIFF >1O V DENSE >3O HARD

f*y\^ NOTES: DTHE STRATIFCATION LINES REPRESENT T* APPROXIMATE ZCUUCJW BETWEEN SOIL TYPES, TRANSITIONS MAY BEGRADUAL. C JT/L \ 2JWATER LEVE- READINGS HAVE BEEN MADE N THE DRILL KXES AT TIMES AND UNDER CONDITIONS STATED ON -̂**» » THE eCfilNG LOGS. . FUJCTyATjONS JN T H _ E _ L E V E L OF _G«X ••£>WATER WAY OCCUR DUETO OTHER RUCTOftS THAN BORING No LVJ1SD GZ-6

PROJECT REPOI =IT OF BORING No.iHiifi. Gv .OBERG-ZOINO 8 ASSOCIATES, INC. SHEET 7 OF •> 281 HA«TFOTO TURNPIKE , VERNON , CONNECTS *U^ Fll F Nfl T-A070 old TMrnDi>.e Road Lar.dfill

CMKD. BY GEOTECHNICAL/GEDHYCPOUOGICAL CONSU

r y SAMPLE SAMPLE DESCRIPTION STRATUM DESCRIPTION 3 OtFTH No. £j%C BLOWS /*" Bunnister r^ A^^ir iCATiON I ( f l )

3

4 S-7 24/8 40-42 :. o-ii-io-i S-7 Medium dense red-brown fine to coarse

SAND, little (-O Silt, trace fine to coarse Gravel, stratified

4 S-8 24/24 45-47 9-10-20-29 S-8 Top 12 inches: Medium dense red-brown

f ine to coarse SAND, little f ine to

Bottom 12 inches i Dense red-brown fin to coarse SAND, some (+) Silt, trace

50

FINE TO COARSE SAND

S-9 18/10 55-57 61-12-15 S-9 Very dense red-brown f ine to coarse 3 SAND, little (+) Silt, trace fine to coarse Gravel, stratified

60 No Sample

65 No Sample

7C S-10 24/7 70-72 9-33-40-38 S-10 Very dense red-brown fine to coarse

SAND, little (+} Silt, Vaguely stratified

REMARKS: 3. Spoon driven with 300 Ib hammer fall ing 24 inches for sample 9.

IBORING NO.LWISDGZ-8

GlLOKRG-ZOINO a ASSOCIATES. INC. PROJECT REPOf UQP BORING NO LW15D

^HFFT 3 OF (CZ-8J

3 281 HAWTFOrtO TURNPIKE , VERNCN , CONNECTICUT Old TurnpiX* Rood Landf i l l Fil f Nn T-6020

GEOTECHNICAL/GEOHYCTOLOGICAL CONSU i -r.ki-rpLTANIb Southing ton, CT

CHKD BY

r

CASI

NG]

SAMPLE SAMPLE DESCRIPTION STRATUM DESCRIPTION OCfTM Mo. BLOWS/6' Burmister CLASSIFICATION (M%c ( H I 1

7 No Sample

80 s-11 24/ia SO-B2 2?- 26-31-3 S-11 Very dense

Silt red-brown fine SAND, lit tl

85 No Sample FINE SAND

90

S-12 24/18 90-92 25-41-43-52 S-12 Very dense(-) Silt

red-brown fine SAND, some

S-13 24/20 100-102 18-28-62-79 S-13 Very dense red-brown(+) Silt, occasional

f ine SAND, Silty CLAY

son sea

e JB 4. 102'

END OF EXPLORATION

REMARKS:

4. One 2 inch observation well installed with a screened range from 49 to 99 feet Bentonite seal from 45 to 46 fee t .

xanrwar ^k |BORINGNO.LWISD Gz'8

PROJECT REPORT OF BORING No. t,wis GOLCDERG-ZONO a ASSOCIAT ES.INC. OF 32O NE.EDHAM ST., NEWTON UPPEfl FALLS, MA. Old Turnplk« Road Landfill T-6QZO FILE NO .

Southinqton. CT GEOTECHNICAL/GEOHYDROUOGICAL CONSULTANTS CHKO. BY.

BCfllNC f-» GZA D r i l l i n g . In:. BORING LOCATION Site. PI an FOREMAN £. GROUND SURFACE ELEVATION .DATUM. GZA ENGINEER DATE START 11-26-S4 DATE END

SAMPLER: UNLESS OTHERWISE NOTEO, SAMPLER CONSISTS OF A I*UOIb KAMMEH FALLING JO I".

SPLIT SPOON DWVEN USING » DATE GftQUNQWATER

TIME READINGS

STABILIZATION TIME

C-iSING: UNLESS OTHERWISE NOTED.CASIWG OSIVEN USINC 3OOIb. HAUMEU fALLMG 24 In. Ll-27-84 5.9 .ion we l l (16 hours)

CASING SIZE: HSA to 60 feet OTHER: r V-o. ^_

SAMPLE SAMPLE DESCRIPTION STRATUM DESCRIPTION

BLOWVC B\jpTii»ter CLASSIFICATON

FILL

6.0'

ORGANIC SILT

10 11.0'

SILT WITH FREQUENT

15 FINE SAND LAYERS

19.0'

20

25 FINE TO

COARSE SAND

30

GRANULAR SOLS COHESIVE SOILS REMARKS: BLOwVFT. DENSITY BLDWVFT. DENSTTY

0-4

4 - I O

V. LOOSE

LOOSE 2-4

',: SOFT SOFT

1. See log for boring No. LW15D for soil sample classifications.

M. STIFF 10-30 M. DENSE 8-13 STIFF JO-SO DENSE V. STIFF

V DENSE HARD

ca\ NOTES; OTME STRATIFCATION LINES SEPWESENT THE BOUNDARY BETWEEN SOIL TYPES,TRANSITIONS MAY K GRADUAL. 1 LEVEL REA01NGS HAVE KEN WADE IN THE Cfl'LL KXES AT TIMES AND UNDER CONOITKXS STATED ON THE: BORING LOGS. FLUCTUATONS IN THE LEVEL of G«C'.''.?WATER WAY OCCUR DUE TO OTHER FACTCHS THAN BORING CZ-9

PROJECT REPORT OF BORING No. W* GOLDBERG -ZOINO 8 ASSOCIATES. INC. SHEET.. 2 OP 2281 HARTFORD TURNPIKE . VERNON , old Turnpike Road landtiU FILE No.. T-f.O20

cioti thing ton . CT CHKO. BY. GEOTECHNlCAL/GEDHYDROUXilCAL CONSULTANTS

SAMPLE SAMPLE DESCRIPTION STRATUM DESCRIPTION No. DEPTH BLOWS/S1 Burrciiter CLASSIFICATION ( I I )

4 a

FINE TO COARSE

SAND

so

60'

END OF EXPLORATION

70

REMARKS: 2. See log for boring No. LW15D for soil sample classifications. 3. One 2 inch PVC observation well installed with a screened range from 29 to 59 feet. Bentonite leal

from 26 to 27.5 feet.

N a L W 1 5 M G Z - 9

PROJECT pfPORT OF BORING No . LW15S GOLDBETC-ZOINO a ASSOCIA7 ES. INC. SHFFT 1 OF 1 320 NE£DHAM ST., NEWTON UPPER FALLS, M

Ol,d TurnoiXa Road Landfill Fll F Un T-6020 CMUft BY GEOTECHNICAL/GEOHYDROLOGICAL CONSl »LTANT*> ?Qurh.^r"tr>f>. rr

PORIMSO V. DENSE >JO HARD

^»Z3Jf* NOTES 1JTHE STRATIFCATION LINES REPftESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES, TRANSITIONS IUY BC GRADUAL. C_ VS. \ HOLES «T TIMES AND UNDER CONO Z1WATER LEVEL READINGS HAVE BEEN MADE IN THE D«'LL TION5 STATFn CH

~ ™r «"»"*•• i iv: «: FI Df.TLlATIONS IN THE LEVEL Of C.->C\.l-OwATER MAY OCOX DUE TO OTt HER FACTORS THAN ( (V~«INr; Mr, LHl ^

10

PROJECT REPORT OF BORING No LW I01t> GOLDOCRG-ZOINO 8 ASSOCIATES. INC. SHEET__J OF_J_32O K-tEDMAM ST., NEWTON UPPER FALLS, MA. Old TurnoDce Road Landfil l FILE NO. _ T-6020 Crtn t-h \ nnt-nn . CT CHKD. BY. GEOTECHNICAL/GEOHYDROUOGICAL CONSULTANTS

See Plan BORING Co.. CZA Drilling, Inc. BORING LOCATION — FORE MA/4 _ R. Jones GROUND SURFACE ELEVATION . DATUM __

11-1S-1JF A. Biarnqard DATE START 11-15-84 pATF END GZA ENGINEER. GROUNDWATER READING?"

SAMPLCR; UNLESS OTHERWISE NOTED, SAMPLER CONSISTS V A 2 SPLIT SPOON DRIVEN USING » DATE TIME STABILIZATION TIME UOlb. HAMMER FALLING JO kv

CASING: UNLESS OTHERWISE NOTEO.CASINC DRIVEN USING JOOIb. HAMMER FAULTS 24 In. Ll-15-84 1200 18.0 70 15 Bin. Johnson Revert Drilling mud Ll-26-84 0950 18.0 observation veil

CASINO SIZEJ USA to TO feet QTHER; was used to keep hole open to 1QC rt- SAMPLE SAMPLE DESCRIPTION o. STRATUM DESCRIPTION DCPTM

N*. (fO Burmister CLASSinCATOf)

FILL

18 ' (±1

20

FINE TO COARSE SAND

30

GRANULAR SOLS COHESIVE SOLS REMARKS: -OWS/FT DENSITY

V. LOOSE V. SOFT 1. See log for boring No. LH101S for soil sample classifications. SOFT

LOOSE 4-8 M. STIFF

K3-30 M. DENSE 8-15 STIFF JO-JO DENSE 13-30 V. STIFF

V DCNSE >30 HARD

GZ\ NOTES: I)TV« STRAT1FC4TION LINES REPRESENT THE AfPWOXIMATE BOUNDARY BETWEEN SOL TYPES.TRANSITKDNS MAY BE GRADUAL. awATER LEvR. RCADWGS HAVE BEEN MADE IN THE OSUl HOLES AT TIMES WO UNDER CONDITIONS STATED ON THE BOfi!*3 LOGS. FLUCTyATpNS IN THE LEVEL OF_Cf«X'NDwATTR MAY OCCUfi DUE TO OTHER FACTORS TKM I BORING No LW101

PROJECT REPORT OF BORING No. LHIQID GOLDCcRG-ZCINQ 8 ASSOCIATES.INC. 2 OF 3 281 HARTFORD TURNPIKE . VERNCM. CONN. Old Turnplka Road Landfill T-6020 FILE No..

Southlnaton. CT CHKD, rr. GEOTECHNICAL/GEOHYCROLOGCAL CONSW-TANTS

SAMPLE SAMPLE DESCRIPTION STRATUM DESCRIPTION OtFTM Ne. BLOWS/*' Burmistcr CLASSIFICATION (M)

40

FINE TO COARSE SAND

WITH OCCASIONAL GRAVEL LAYERS

50

60]

70

REMARKS:

2. See log for boring No. LWlOls for soil sample classif icat ions.

4' (i)

IBORING No LW 101D

. 1 — — REPO H T O F BOHINC. Na . LW .101-0 GOLDBCRG-ZGINO a ASSOCIATES. INC. PROJECT 5MCCT 3 (IF 5

281 HARTFORD TURNPIKE , VERWN. CONN. old TumpiXe Road L a n d f i l l Fll E Nn T-6020 i TAHTC Southinqton, CT CHKO BY GEOTECHNICAL/GEOHYLROLOGCAL CONSU

X SAMPLE SAMPLE DESCRIPTION STRATUM DESCRIPTION N° eu>ws/»

p Burmister CL;H*IFICATIO«J k =

fa:

RFPORT OF BORING No LW-10JS PROJECT GOLDLERG-ZOINO S ASSOCIATES. INC. ^HFFT 1 OF 2J20 NtEDHAM ST., NEWTON UPPER FALLS, MA. Old Turnplk* Road L a n d f i l l Fll F M« T-6020

Southinqton, CT rwKn HY GEOTECHNICAL/GEOHYDROLOGICAL CONSULTANTS

-, fn "A P r i l l i n q , Inc. nnmwr i_nrATiON Sl*« Plan FOREH \H Richard Jones fJBnilNp SlIRFAf.f F LEWLTION DATUM GZA £ 4GIN£f~R A. B- j a rnc ja rd DATE STAHT 11-7- DATF Fwn l l - R - H A

GROUNOwATER R .AOINGS SAMPLER: UNLESS OTHERWISE NOTED, SAMPLER CONSISTS Of h 2" SPLPT SPOON DAIVEN USING A D A T E T I M E **ff* **ff* STABILIZATION TIME 140 Ib HAMMER FALLING JO In. CASING: UNLESS OTHERWISE NOTED.CASING DRIVEN USING sc lOlb. HAMMER FALLM6 Z4 In. LI -8-84 1500 18.0 70 IS min .

11 -9-84 0645 17.5 • observation well CASING SIZE: OTHER: LI 26 84 0930 17.5 • nhserva t inn w*lJ..

5* CAS

ING

"1

Im/f

il 1

^v S A M P L E SAMPLE DESCRIPTION STRATUM DESCRIPTION DEPTH

No. ecowv«(fO Burmister CLASSIFICATION

S-l 24/8 0-2 2-3-3-10 s-l .x>ose red-brown fine to coars .AND, little Silt, trace fine to coarse Gravel, trace roots trace wood

1.

5 5-2 24/4 •i-7 ,_1_1_^ S-2 Ixiose red-brown SAND and

C.RAVEL, trace Silt, occasiona c obble, plastic, wood, metal

10 S-3 24/6 S-3 Loose red-brown fine to coars FILL

SAND, little fine to coarse G ravel, trace Silt, occasiona cobble, metal

1 15

S-4 1i /I 1 i «; n A-l 1 -91 -40 S-4 Medium dense dark red-brown 2 . f ine to coarse SAND, some f ine t S

o coarse Gravel, trace (+) ilt, slight organic odor 18' (±)

S-5 24/16 20-22 26-39-21-25 S-5 V sry dense dark red-brown fine t( 3 coarse SAND, little f ine to c< »rse Gravel, little Silt, ex rcasional cobble

FINE TO

S-6 24/24 25-27 7-9-38-23 S-6 tc >p 8 inches: Medium dense red-CONCREATE SAND

brown fine to mediun SAND, trace (-) Silt bottom 16 inches: Very dense dark red-brown fine to coarse SAND, some (+) fine to coarse

30 S-7 24/10 30-32 1-12-23-lOa*

S-7

Gravel, trace Silt, trace Clay

Dense red-brown fine to coarse SAND, some Silt, little fine to coarse Gravel occasional cobble

GRANULAR SOLS COHESIVE SOILS REMAR KS: BLOWS/FT DENSITY BLOWS/FT. DENSITY

V Metal fencing obstruction from 2 to 3 feet . 0-4 V. LOOSE

PROJECT REPORT OF BORING No. LW-101S GOLDBERG-ZCINO & ASSOCIATES.INC. SHEET__1__OF 281 HARTFORD TURNPIKE . VERNON.CONN. Old Turnpike Boad Landfill FILE No.. T-6020

GEOTECHNICAL/GEOHYDROLOGICAL CONSULTANTS Sonthington. CT CHKO. BY.

SAMPLE SAMPLE DESCRIPTION STRATUM DESCRIPTION DEPTH No. BLOWS/* Brumister CLASSIFICATION 3J I f l ) 35-37 18-20-22 S-8 Dense red-brown f ine to coarse SAND

some Silt, little f ine to coar«« Gravel

40 S-9 ia/ia 40-42 4-8-9 S-9 Medium dense red-brown fine SAND

little Silt, trace fine to coarse Gravel

24/24 45-47 19-9-5-6 S-10 Medium dense red-brown fine to coarse GRAVEL some fin* to coarse Sand, trace Silt slight organic odo

SO S-ll 24 /B 50-52 9-14-17-16 S-ll Mediun dense red-brown f ine to

coarse SAND some fine to coarse Gravel, trace Silt, slight organic odor

FINE TO COARSE

SAND

S-l 24/16 55-57 10-12-14-1 S-12 Medium dense red-brown f ine SAND, little Silt, trace fine to coarse Gravel, slight organic odor

No Sample

4/a 65-67 16-24-40-57 S-13 Very denseSAND, some

red-brown f ine to Silt, trace Clay

medium

70

S-14 70-72 S-14 Medium dense red-brown fine SAND, some (+) Gravel frequent cobbles

72 '

EUD OF EXPLORATION

REMARKS: 5. One 2 inch PVC observation well installed with a screened range of 48 to 18 feat. Bentonite seal from

18 to 17 feei;.

BORING NO _LW-1015

PROJECT REPORT OF BORING No LW-IOSS.M.D GOLDBERG -ZOINO 8 ASSOCIATES. INC. SHEET 1 OF 3281 HARTFORD TURNPIKE , VERNON, CONNECTICUT

Old Turnpike Soad Landfill FILE No T-6020 Southinaton. CT CHKD BY GEOTECHNICAL /GEOHYDROLDGKDAL CONSULTANTS

BORING Co East . Coast Drillita Int:. BORING i nr.ATinw s»f PI™ FOREMAN >!.!__[ )e Anqel is AROUND SURFACE ELEVATION DATUM GZA ENGINEER t\. Biarnqard DATE START 1-13-85 nATF END 1-17-85

^ ?- SPLIT 5POOH po.vf.u ,,t,«., . GROUNDWATER R [ADINGS SAMPLER UNLESS OTHERWISE NOTED, SAMPLER CONSISTS OF DATE TIME "5?" "M"™ STABILIZATION TIME MOIb HAMMER FALLING JO in

CASING UNLESS OTHERWISE NOTED, CASING DRIVEN USING 3OOI6 HAMMER FALLING 24 in 1-13-85 C 920 8.5 10.0 5 mm. 4" I.D. driven w/440 Ib.

CASING SIZE hammer falling 24" OTHER: Hole preauqered to 45' z a ~ SAMPLE SAMPLE DESCRIPTION Q. J STRATUM DESCRIPTION PEN _/ DEPTH

No. 8LOWV6" Burmister n A«iFir.ATinu ( f t ) II | 1.0 '+ TOPSOIL

S-l 24/20 0-2.0 3-6-20-65 Top 6 Loose gray-brown fine to coarse SAND, some Silt, trace Organics Bottom 14" Very dense red-brown fine to coarse SAND, little (+) Silt, trace fine to coarse Gravel, occasional Cobble FILL

C

S-2 24/16 5.0-7.0 7-5-3-2 Top 4 1 Medium dense red-brown fine to 6 .0 '± coarse SAND, little Silt Bottom 12" Loose red-brown fine to coarse SAND, little (-) Silt

S-3 24/14 10.0-12.0 1-1- 1-2 Very loose red-brown fine to coarse SAND, 1. little (-) Silt

S-4 24/24 15.0-17.0 2-3-3-9 Loose red-brown coarse SAND, little fine Grave , occasional Cobble, one 5" layer fine .;and, little Silt

FINE

TO

20COARSE

S-5 24/22 20.0-22.0 12-7-7-7 Mediun n dense red-brown, fine to coarse 2. SAND, trace Silt

SANDS

25

S-6 24/2 25.0-27.0 8-8-i 3-8 Mediun n dense red-brown fine to coarse SAND, trace Silt, little fine to coarse Gravel L

3Q.

S-7 24/4 30.0-32.0 12-32-18-10 Dense red-brown fine to coarse SAND, little Silt, little fine to coarse Gravel, occasional Cobble

GRANULAR SOLS COHESIVE SOILS REMARKS: 1 . Spoon wet. BLOWS/FT DENSITY BLOWS/FT. DENSITY . Five feet of blown sands inside augers.

0-4 V LOOSE < 2 V. SOFT

2-4 SOFT 4-10 ..OOSE

4-8 M STIFF 10-30 M DENSE 8-15 STIFF

iO-50 DENSE 15-30 V. STIFF

>5O V DENSE >3O HARD

•̂7JBIr% NOTES: I)THE STRATIFICATION LINES REPRESENT THE APPROXIMATE BOUNDARY BETWEEN SOIL TYPES, TRANSITS )NS MAY BE GRADUAL.

T ^M m ZJWATER LFVEL READINGS HAVE BEEN MADE IN THE DRILL MOLES AT TIMES AND UNDER CONDITIONS ST ATFD ON L mm m THE BORING LOGS FLUCTUATIONS IN THE LEVEL OF GROUNDWATER MAY OCCUR DUE TO OTHER FACTI XSTHAN BORING Nn LK-103 .^t^^tf m THOSE PRESENT AT THE TIME MEASUREMENTS WERE MADE

i

PROJECT REPORT OF BORING Mo LW-103S.M,D GOLD6ERG-ZOINO a ASSOCIATES. INC. SHEET 2 OF 3281 HARTFORD TURNPIKE , VERNON.CONN. Old Turnpike Road L a n d f i l l FILE No T-6020

Southinqton. CT CHKD. BY GEOTECHNICAL/GEOHYDROLOGICAL CONSULTANTS

__ CA

SIN

G(b

l/lt

)

HO. PtN./ W/fec

SAMPLE SAMPLE DESCRIPTION DEPTH 6LOWS/6" Burmjs tcr ei ASSinr.ATinu I I I ) 1 STRATUM DESCRIPTION

No sample

FINE TO COARSE SANDS

40

S-8 24/6 40.0-42.0 13_g_5_$ Mediu littl to co

m dense red-brown Clayey SILT, e f ine to coarse Sand, l i t t le f ine arse Gravel

41.0 '±

4 3 . 0 ' ± CLAYEY SILT

45

S-9 24/24 45.0-47.0 8-17-26-36 Dense littl

red-brown f ine to medium SAND, e (-) Silt, trace fine to coarse 1

FINE TO COARSE SANDS

50

72

B7

S-10 24/10 50.0-52.0 28-20-32-70 Very dense red-brown fine to coarse SAND, little Silt, trace f ine to coarse Gravel , trace (-) Clay

198

55 109

50

85

80

S-ll 24/12 55.0-57.0 25-29-32-17 Very some trace

dense red-brown fine to coarse SAND, f ine to coarse Gravel, little Silt,

(-) Clay, occasional Cobble 56 . 5 ' ±

95

60. 145

125

150

S-12 24/6 60.0-62.0 115-25-29-37 Very dense red-brown fine SAND, little (+) Silt, occasional Gravel layer

184

128

6^. 112

102

110

S-13 24/18 65.0-67.0 11-20-32-40 Very dense red-brown finelittle Silt

SAND,

FINE SANDS

46

68

70 74

92

00

S-14 24/24 70.0-72.0 13-12-15-23 Dense Silt

red-brown fine SAND, seme (+) 2 .

03

34

56

REMARKS' 1_ Blown s -nds 14. inside casing.

BORING No. Lw-103 ozx

GOLD6ERG-ZOINO 8 ASSOCIATES, INC PROJECT REPORT OF BORING No

SHEET 3 LW-103S , M , D

OF 3 281 HARTFORD TURNPIKE , VERNON.CONN. Old Turnpike Road L a n d f i l l FILE No. _T-6Q20

GEOTECHNICAL/GEOHYDROLOGICAL CONSULTANTS South inqton. CT CHKD. BY

i *c SAMPLE SAMPLE DESCRIPTION P£N/ OCPTM STRATUM DESCRIPTION k£ No BLOWS /«" Burmis ter n A«irir»Tinu 31 P")/4c (f l ) I

JO

JJ 38

No sample FINE SAND AND SILT

S-15 6/6 78.2-78.7 200 core times

min/ f t

Very some f i n e

dense red-brown fine to coarse SAND, (+) Sil t , trace (+) Clay, l i t t le to coarse Gravel

3. 4 .

±78.2'

C-l 82/24 78.7-79.7

79.7-80.7

iO.7-81.7

1.5

0 .2

0.3

Soft, fract

slightly weathered, moderately ured medium grained red-brown

SANDSTONE, occasional 1" Siltstone layer

5.

)1.7-82.7 0.3

32.7-83.7

33.7-84.7

0.5

3.0 6. 85 .6 '± BEDROCK

34.7-85.6 3.0/0.9' 7. 8.

END OF EXPLORATION

3' WashedREMARKS' ahead of casing with roller bit from a depth of 77. 7' to 18.2 ' . 4. Sample 15, 100 blows with 140 Ib. hammer for 3.5", then 100 blows with 300 Ib. hammer for 2 .5" ,

red-brown Siltstone in tip of spoon. 5. 0 . 4 ' of Glacial Till recovered in core barrel . 6. 15' of "H" casing lost at bottom of hole. 7. One Ij" PVC well installed with a screened range f rom 34.8 to 54 .5 fee t. (Screens wrapped wi th

filter fabric sleeves). Bentonite seal installed frcir. 31.5 to 38 feet 8. A second 1}" PVC well installed with a screened range from 6.1 to 31.3 feet . (Screens wrapped

with fi l ter fabric sleeves). Bentonite seal f rom 0.5 to 2 .5 . ^^_^^__ 9. Clacium used to melt ice on ground surface around hole.

GZV BORING No. Lw-103

12x n

oi\

APPENDIX C

SUMMARY OF AVAILABLE CHEMISTRY DATA

V & M I L L E D . I N C .

Tcjie 1. - .\eijhs of rhe chemical analyses of water obtained during pumping test, Production Y/ell 5, end nearby stream, Height Property site off Old Turnpike Road, Soufhinstor,, Connecticut (results in parti per million where applicable). '

Stream

6-17-70 240 150 256 0

42.7

90 12 8.6

450 90 1.3

3.2 3.-1 1.1 0.2 7.1

Tore! ha.-c.-.oii ci Ca CO3 Calcium ricrcness as Ca A^iir-.it-/ (M.O.) as Cc A.,xa!ir.;ty (P) as Ca CC^ Free Carbon Dioxide as CC>2

C:-.!c:ico ai Cl Solrcro c.i SO.

— i ^ !rcn Tcrci cs re Tore; Diisolvoc Solids A'.cneiiw.r. ci Ca o A'.cn.-ar.ese as Mn

Nirrcte cs N .\irrcte cs NO Flouric'e cs F M3AS as LAS • p.H

Production Well 5 '

6-16-70 130 104 86 0 5.4

18 20 0.3

157 26

Old Turnpike Landfill

Solomon Casket # 336 Well

Sampling Date: February 2, 1971

Fe 9100 ppb Mn 5900 ppb Ca 110 ppm Mg 22 ppm Na K -

Na & K 27 ppm Hc03 450 ppm S04 4. 4 ppm Cl 31 ppm Fl NO3 7. 7 ppm Disolved Solids 467 ppm Hardness 360 Non Carbonate Hardness 0 ppm Specific Conductance 780 umhos/cm pH 6. 8 Temperature 10 °C Ar 0. 0 ppm Cd 0. 0 ppm Cr+6 0. 0 ppm Co 2. 0 ppb Cu

—Pb 0. 0 ppm Li -Hg

1

ton Warzyn

f .' Comjxjunds

i in orJer of eiution)

methylene chloride T V •?

tr Lchlorof luoromethane

1.1 ilichlorocthylene

1.1 dlchloroethane

trans 1 , 2-dlchloruoLhy I one

chloroform (CIICLj)

1,2, dichloroetliana

1,1,1 trlchloroethana

cur bon totrachloride

bi omod Ichloromethane

1,1,2 trlchloroethylene

d lbroim>chloroinethanc

l>romoform (CIIDr-j)

1.1,2. 2 t.trachlfcr*p*hylen.

unidentified peak (see addenda .... _

ESS & & £ ff&

i . i for : Warzyn

P*Prod P-4

Otm(.v>u!uU • ' 3/24 ( in order oC elutiorv)

mnthylnnc chloride

t. r i chlororiuorome thane

I . I i l ichlorocthylene

4.6 I . I dichlorootliane

1 i .HI:; 1 , J-il Icl i lnroethylei i t ! 16

1 , .', 'II «:hl in iM'lh.ino

I . I . I L r ichlorocth.inc 340

• MI I M M I teLrachlor ide

l i i - i i i inxl ichloroinR thane

1 , 1 , 2 trichloroethylene 4.7

tl i hrciinnchlofomethiine

hroinoform ( C I l D r ^ )

, \ , ' / , 2 tntracVi^orocthylcne 17

u n i d e n t i f i e d peak {see addenda Jf \

o,,,.»,.,.ts: Me t e c t o r s a t u r a t i o n

.» rmf*- ,

ENERGY nUSOUUCES CO. INC

VOLATILE OHGANICS ANALYSIS

- Heport Sheet

P-5 . P-6 P-6 Auto-P Auto-P

3/21 3/21 3/21 3/18 4/8

0.1 missed 23

missed 1.2

8.3 7.6

• 14 25

0 7

0.1 0.1

0.3 63 53 1.1 1.6

0.3 0.5 0.5 28 24

0.2 0.1 0.1 4.0 4 .3

cJol o

„•*. Samp I«' Ucvd t

Dat:»» Analysis Completed:

All Kesults Int 119/1 (ppb) Imported Dy; Checked Dy:

SRS-P Lori-P Ciand Ciand

3/18 3/31

4600

1500

3500

320

>45K *

8500 0.3

4200 0.1

*

3/28

>900*

230

58

520

150

210

1000*

4000*

1400*

*

4/sf

4300

530

50

430

210

280

3400

60K

^

r<

i , •

4500

http:o,,,.�,.,.ts

a43 -o --C• a • c a • a a ENCUGY RESOUKCfS CO. INC Hcv

Jf-t

ENIJUGY lUiSOUUCliS O>. INC S.'imple Hcvd:

0.-ii:e Analysis VOLATILE OHGAMICS ANALYSIS

- Hcport Sheet - All Hesults In: ny/1 (ppb)

AtMly/.

I

/ /

WELL #5 SAMPLE LOCATION ALL CONCCNTRAT'IONS (PPB)

rAT£

^6/77

'6/77

1119

17/79

•>6/79

26/79

,14/79

26/79

>7/79

5/79

>2/79

26/79

21/80

m

13

7.3

160

160

120

300

190

140

150

43

73

24

0.3

V.cVAot

7

4.5

37

37

28

45

32

42

38

24

28

^1.0

0.3

Terr*. CKW••nMteni.

D^^^^O fT^CTM^^^

CKWo-

r^cina*C JET CarWn

OiUr.'J*. ftct1»Tt

Ar»sr\

1,2.

CTVfUnC.

(••rm S.HD e?cc.

?

S.H.Pai t Treatf ' !f

S.H. Ti eated *

/. 1.0

1.2

L 1.0

1.0

1.1

2.8

41.0 3.6 5.2

u

u

u

u "" f

! £ 1.0 /. i.o 1.8 1.7 L 1.0 u u " •

5.5 1.4 30 13 6.0 0.5 E.R. Ti eated

^.1.0 ^1.0 S.H. Ti eated :

^ 1.0 ^1 1.0 1.1 < 1.0

L WELL #5 » SAMPLE. LoomoN ALL CONCCNTRATIONS (PPB)

i \

(j/6/77

! 12/6/77

I" 78/79

^5/22/79

J"721/80

t

t

I

I

1.

I

I

I 1

£ L

1

i. i.

METH t̂ft.

CHl̂ U*

mCTHMJ£

480 S.

380 S

14 s 44 s

0.1 s

t

•

,

TEmp&f S-H iU»T

t-z-ztc

.PartTi

H. Treat

H. Treat

H. Treat

H.Trea

1 f.

t

!

t

! i

•vww xnvr

THE NEWLANDS SANITARY LABORATORY HtNHV SOUTHLR L A H O H A T O H l L S . P H O P f i l t T O H FHOHAI 0 IfC

•••id** • ANITARY. CHBMICAL AND BACTERIOLOGICAL. I N VIST I & AT ION» V M M A t C K 0 * U M Quill. P (.

24 TOUl V MOAD vklU«liU*< M f HC«t BLOOMHELD, CONNECTICUT 06O02

T E L . (2031 2426201

.August 9, 1979

Consulting Env/ironmental Engineers Inc. 750 Main St. - Suite 1500 Hartford, Conn. 06103

Att: Mr. Kenneth Cichon

Gentlemen:

Ue have the following to report on the samples submitted to this laboratory July 12, 1979.

Sample No. 79604 79605 79606

Mark Uater samples collected 7-12-79 (Lori) GUT Standpipe

No. 2 No. 6 No. 8 2; 45 Pfl 2;30 PM 2 :00 PH (ppb) (ppb) (ppb)

Puroeable Orqanics

Chloroform 0.5 1,1 Oichloroethane 22.A 14.6 3.6

1-1,2 Dichloroethylena O.A 48 9.5

1,1,2 Trichloroethylane 0.3 1480 3.3 -1,1,1 Trlchloroethane 3.8

Very truly yours,

THE NEULANDS SANITARY LABORATORY

Thomas 0. Lee TDL:P Laboratory Director

OUR RIPOHTf ANC RCNOCRCO UPON THE CONDITION THAT THEY ARC NOT TO BE REPRODUCED WHOLLY OR IN PART FOR

»BVMTI»INO fuflro*i» ovtR OUR SIGNATURE OR IN CONNECTION WITH OUR NAME WITHOUT kPECiAt PERMICCION IN WRITINO.

-686-26J6 CONNECTICUT alATE D l a . - . ̂ w, ,,.,-,.,.,

LABORATORY DIVISION

P.O. RU-J 1808, B»rtford, Coua. Ott\01

REPORT OF LABORATORY EXAMINATION

L3101, 13131, 13132, 13133, 13131*, 13135,—V 13137, 1313S, 13139, v Specimen No. _ Collector'B No.

Reported

Town of

5/21/79

_SOUTO»aTQN

Report of Examination of BOIL SAMPLES / /, OjaO'd

For E. Parker, DEP. f

Source (SOOTHINOTON)

Collected by 7 r»n4 P*-I»»T\

Collected on 5/2/79 *r. M.Rec'd. 5/3/79 1:58 hr. ' p.M.

Reason for Examination

The examination gives the following result* :

—7" Hydrocarbons: Vapor: 70*C DC 550 Confiraed: 110'C LB 550

13101 1A Pentane «»~>?T:*?fj~rr-'" "Toluene • •

: ,'.".. .. Very Blight Traces

(2)

.)•£/.. ma tt '!0. •>I-X/lene - V*ry Slight Trace

• •

(3)

The following ̂ Baaples vere selected n« representative BaapleiJ for extraction and temperature programming to ascertain the presence of higher boiling coaponents.

13133 - None Detected.

• Minute traced of 5 oil components, too weathered for identification.

•- Minute trace* of 8 oil components, too weathered for ^Identification.

1311*? • Minute traces of 8 oil components, too weathered for Identification.

CONCLUSION: Both the vapor and extraction teats show only negligible concnetratlons of hydrocarbons.

B. L. Cole

5/2U/79

••• i • \ • '•• •>£i '

' V i.

DtRCCTX* .•/. Tw*. OL • II «

wATEP ANALYSIS REP'-ihT

.erTest Corporation Sample number: 016003 .• Po..- 106 Date sampled :

•ew London NH 0325" Dtte received: Id JrN .•••J-526-U&1G/NH: 900-322-2007,'Outside NH : 800-343-204 1

u s t o m e r : W a t 2 r s o'.; r c o : S . ? . CHURCH CD. ATTN: p. GOLDTHUAIT P.D. POX £.7 5 E Y M 0 U h CT 0.340.1

•;A7£R QUALITY CLASSIFICATION (to the test of present r.-.owledne) : A 4 •

vr'-ity C 1 3= s 11 i c at i on : A : Sjfe for hum on consumption. - -5 * h e t i c Classification: 4 : Low aesthetic a u = i i T, y .

• . : is the . n of the u •=, t e r ^ o e r, s r 3 1 c 1 3 s s i f i c a t.:.- ; j ,T, 5 i e = u b m 111 e d to our = o - r 3 t o r y and is based en the D .a r 3 m e t e r s for which it ..:, - analysed, 'j.- .Manual, titled 'The Ujter You D r i n l - 1 . should (:•'•• cor, .:-'j I t c-d for

* p 1 a n 311 o ri s c f the significance of v o u r water a u 5 1 i t y c I 3 s s ; f i c ̂ 11 o n ,.. • j the a r, a 1 y 11 c 3 i r e s u l t s for e ̂ c h p i r .3 m e t e r . P I -?"."£• f ir e I free to c i i 3 r i: you h 3 v e farther G vj e s 11 o n a . •

ANALY T I C A L RESULTS

_Ii results which are outside the " M a x i m u m Cont-am iner.t Levels' (MCL) : ••. a 1.1 i s n e d under the "Safe D r i n t- i n q y 11 e r Act" .a r e m j r i- •? d with : - ̂ r i s v s \ -*t r. '< . ?• e e "The U a T e r You D r i n k ' for e; •. p i 3.-, = 11 c ,"> 3 -and s u q 9 e s t e d -.r, e r p r o t' 1 e ni s ••; 1 u t, i o n s .

r i m 3 r y S e c o n d e r y I n o r ^ - r . : c C h e m i c a 1 s ; r 3 m e t e r rt C L ' e s u 1 1 s m »-, / i P a r a m e t e r ^ C L r,-, ^ •'1 R e s u l t s m q /

;••-- r: i c 0 .050 0. 0 j. 0 P J", ^ .-. - i d c " ^ :• . •: 13 .7 ,- i urn 1 . 0 0 0. .tj Iron 0 .300 A A 0 .375 A A

.*, i Cn-, i u m • v,-,'*1 ,-. • * * 0. 0 ; • 5 Man-vanes e 0 . v 7- 0 AA 0.099 A A' r- '

- o m i u m o "*i *~" •"' ' 0 . 0 1r, sod ium 2 0 - 2 * 0 12 > ,'a 0 .050 ' •: 0. 0 1J. 0 Hardness 135 .0 , j« C-J f y 0 .002 •; 0 . 00 r A i u m i nu m 0 .051

1 -)* r a te '- 10 .00 J, * s A J• i •i n i u m 0 . 0 i 0 0. 0 5 PH G . 5 - ? . 5 7.3

» ver 0 .050 0. 0 10 ;j —o r i d e . 4 0 0. 10

Total P 3 c t e r i 3 C o u '• t . per 100 ai 1 C o 1 i f o r m s i . < I .

_< a n i c K .3 i i d e s •: 3 s H 3 1 i d e i n m 3 / i ) S v m t- o 1 V. c v : 0.000 AA - outside HCL rir^e

r ' .-i p u r q e j M e 0.004 - ieCE * n a n tal 0.004 •••'.= - 1 e 2r- * h 3 r, c r P a u a 1 to

T N T C - too n 200)

A p p r o v e d t y • n a 1 d F . P e n t . P h . D . Z'-.^l-s C. Pent : '- - : c 3 1 D i r e c t o r i. -, ̂ ' c r 3 t c r v M 3 ri 3 T e r

YORK LABORATORIES DIVISION

CERTIFIED REPORT TRANSMITTAL

30870-0595 REPORT NUMBER

March 25, 1987 DATE

Goldberg, Zoino Cf Associates Bridgeport Innovation Center

CLIENT 955 Connecticut Avenue Bridgeport, CT 06607

Ms. Kathy Cyr ATTENTION

The above referenced report is enclosed. Copies of this report and supporting data will be retained in our files in the event they are required for future reference.

If there are any questions concerning this report, please do not hesitate to contact us.

Any samples submitted to our Laboratory will be retained for a maximum of sixty (60) days from receipt of this report, unless other arrangements are desired.

Naturally, as in the past, our staff will be pleased to quote on any future requirements you may have. In addition to the service provided, we also offer the following:

• Hazardous Waste Analyses • Product Evaluation/R&D • Water and Wastewater Analyses • Air and Process Gas Analyses • Industrial Hygiene Surveys • Metallurgical Analyses • Microbiological Analyses • Mass Spectromerry Services

Ve/y Truly Yours,

Robert Q.Bradl Vice President

YWC, INr-' • 200 Monroe Turnpike • Murifuc. Connecticut OM68 • (-!'.)3) 2y>!.-!'!r'8

March 25, 1987

30870-0595 GOLDBERG. ZOINO (/ ASSOCIATES, INC.

Bridgeport Innovation Center 955 Connecticut Avenue

Bridgeport. Connecticut 06607

Attention: Ms. Kathy Cyr

Re: Old Turnpike Landfill, File *6970

PURPOSE

Several samples were submitted to York Laboratories Division of YWC, Inc. by Goldberg, Zoino Cf Associates, Inc. The client requested the samples be analyzed for the parameters listed in Table 1.0.

METHODOLOGY

Volatile organics were determined by purge and trap GC/MS. The instrumentation used was a Tekmar Dynamic Headspace Concentrator interfaced with a Hewlett-Packard Model 5995C GC/MS/DS.

Semi-volatiles (BNA's) were determined via capillary GC/MS. The instrumentation used was a Hewlett-Packard Model 5890 gas chromatograph interfaced with a Model 5970 Mass Selective Detector.

Pesticides/PCB's were determined using GC/ECD. The instrumentation used was a Perkin-Elmer Sigma 3 gas chromatograph equipped with an electron capture detector (Ni63). Dual column confirmation was used to confirm all positives.

Metals were determined using atomic spectroscopy. Mercury was determined using the cold vapor method using a Perkin-

Elmer Model 2380 AAS. All other metals were determined using a Model 6500XR ICP and a Zeeman Model 3030 AAS.

Dioxin screening was accomplished by injecting the base-

neutral extract into the capillary GC/MS. The sample was then compared to a previously run standard. Results are semi-quantitative.

T, ,n-,t-,ii/o . Mrvunf» rnnnprtirut 06J6S • (203) 261

Other parameters were determined using methods found in Methods for Chemical Analysis of Water and Wastes. EPA/6004-79-020 and Standard Methods for the Examination of Vater and Wastevater. 16th Edition, 1985, APHA-AWWA-WPCF.

RESULTS

The results are presented in the following Tables. Attached as Appendix: A are the QA/QC and relevant raw data.

Prepared by: Curran Manager

JCC/rad

The liability of YWC, Inc. is limited to the actual dollar value of this project.

imnikp • Mnnrop Connecticut 06468 • (2031 261-'1458 Ti

TABLE 1.0 30870-0595

GOLDBERG, ZOINO 9 ASSOCIATES ANALYTICAL REQUESTS

Sample Identification Parameters Requested

GW-GZ-1; GW-GZ-2; Volatile organics (HSL) comGW-GZ-3; SW-S-1; pounds*, RCRA metals plus SW-S-3; LW-15D; calcium, copper, iron, magneLW-15S; LV-15M; sium, manganese, sodium, methLW-103D; LW-103M; anol, formaldehyde, alkaliniLW-103S; GW-20; ty, ammonia, chloride, conduc-

LORI; TW-18; TW-17; tivity, hardness, nitrate, niLW-102D; LW-102S; trite, pH, and total dissolved B-3; LW-17D; GZ-4S; solids GZ-4M; GZ-4D; FB-A

Trip Blank Volatile organic (HSL) compounds*

Field Blank (A + B) Full priority pollutants (Note MW-5 1) including library search

for non-target compounds, alkalinity, ammonia, barium, calcium, chloride, fecal coliforms, total conforms, color, ' conductivity, iron, fluoride, formaldehyde, hardness, MBAS, magnesium, methanol, manganese, sodium, nitrate, nitrite, odor, pH, total phosphorus, sulfate, total dissolved solids, turbidity, and dioxin screening

*Plus library search for non-target compounds

Note 1: HSL list for volatile organios

vwr IMC . 7 m Mnnrnp Tnrnnikp • Monrop Connecticut 06460 • (2031 261 -1--158

TABLE 2.0 30870-0593

GOLDBERG. ZOINO 9 ASSOCIATES INORGANICS AND MISCELLANEOUS RESULTS

All values are mg/L unless noted.

Parameter

Alkalinity,

as CaCOg

Araraonia-N

Chloride

Conductivity

(umhos/cm)

Formaldehyde

Hardness

Nitrate-N

Nitrite-N

Total Dissolved

Solids

Methanol

GW-GZ-1 GV-G2-2 GW-GZ-3 SW-S-1

111 132 132 121

0.25 0.17 0.08 3.36

17.9 11.8 19.8 61.3

325 410 400 510

TABLE 2.1 30870-0595

GOLDBERG. ZOINO 9 ASSOCIATES INORGANICS AND MISCELLANEOUS RESULTS

All values are mg/L unless noted.

//

Parameter SV-S-3 LV-15D LW-15S LW-15M

Alkalinity, 73 113 158 129 as

Ammonia-N 0.27

TABLE 2.2 30870-0595

GOLDBERG, ZOINO 9 ASSOCIATES INORGANICS AND MISCELLANEOUS RESULTS

All values are rag/L unless noted.

Parameter

Alkalinity,

as

Ammonia-N

Chloride

Conductivity

(umhos/cnO

Formaldehyde

Hardness

Nitrate-N

Nitrite-N

pH

Total Dissolved

Solids

Methanol

£. LV-103D LW-103M LW-103S gfr-20

77.6 144 149 114

TABLE 2.3 30870-0593

GOLDBERG. ZOINO 9 ASSOCIATES INORGANICS AND MISCELLANEOUS RESULTS

All values are mg/L unless noted.

Parameter LORI TV-18 TV-17 LW-102D

Alkalinity, 145 31 93 102 as CaCOg

Ammonia-N 2.27

TABLE 2.4 30870-OS95

GOLDBERG, ZOINO 9 ASSOCIATES INORGANICS AND MISCELLANEOUS RESULTS

All values are rag/L unless noted.

Parameter LW-102S B-5 LW-17D GZ-4S

Alkalinity, 51 370 107 79 as

Ammonia-N 0.08 101 1.91 1.16

Chloride 118 264 75.4 99.0

Conductivity(urnhos/cm)

575 2,010 460 525

Formaldehyde 0.23 0.28 0.19 0.13

Hardness 112 320 136 76

Nitrate-N 0.75 0.33

TABLE 2.5 30870-0595

GOLDBERG. ZOINO 9 ASSOCIATES INORGANICS AND MISCELLANEOUS RESULTS

All values are mg/L unless noted.

V

Parameter GZ-4M GZ-4D

Alkalinity, 172 225 as CaCOg

Ammonia-N 0.23 2.10

Chloride 27.8 32.5

Conductivity 450 660 (umhos/cnO

Formaldehyde

TABLE 3.0 30870-0595

GOLDBERG, ZOINO 9 ASSOCIATES INORGANICS AND MISCELLANEOUS

All values are mg/L unless noted.

Parameter Field Blank (A + B) MW-5

Alkalinity, as CaCOs 4 130

Ammonia-N

TABLE 4.0 30870-0595

GOLDBERG, ZOINO ff ASSOCIATES METALS RESULTS

Parameter

Arsenic

Barium

Calcium

Cadmium

Chromium

Copper

Iron

Lead

Magnesium

Manganese

Mercury

Selenium

Silver

Sodium

All values are

GW-GZ-1

.10

Parameter

Arsenic

Barium

Calcium

Cadmium

Chromium

Copper

Iron

Lead

Magnesium

Manganese

Mercury

Selenium

Silver

Sodium

TABLE 4.1 30870-0595

GOLDBERG, ZOINO » ASSOCIATES METALS RESULTS.

All values are ug/L (ppb)

\ \

LW-15D LV-15S LW-15M LW-103D LW-103M

TABLE 4.2 30870-0595

GOLDBERG, ZOINO 9 ASSOCIATES METALS RESULTS

All values are Ug/L (ppb).

Parameter LV-103S ,6W-20 LORI TW-18 TW-17

Arsenic .10 .10 .10 .10 .10

Barium

TABLE 4.3 30870-0595

GOLDBERG, ZOINO 9 ASSOCIATES METALS RESULTS

All values are ug/L (ppb).

Parameter LW-102D LW-102S B-3 LW-17D GZ-4S

Arsenic .10 .10 • 10 ,10 .10

Barium

1-o.j. auic UG.L

Arsenic

Barium

Calcium

Cadmium

Chromium

Copper

Iron

Lead

Magnesium

Manganese

Mercury

Selenium

Silver

Sodium

TABLE 4.4 30870-0595

GOL