TRANSMITTAL SOIL VOLUME CALCULATIONS …TABLE 4-1 QUANTIFICATION OF MEDIA HUNTERSTOWN ROAD SITE...

Paul C. Rizzo Associates, Inc.CONSULTANTS

April 6, 1993

Project No. 87-376.85

Mr. Frank VavraU. S. Environmental Protection AgencyRegion III (3HW17)841 Chestnut BuildingPhiladelphia, PA 19107

TRANSMITTALSOIL VOLUME CALCULATIONS

HUNTERSTOWNROAD SITE FEASIBILITY STUDYADAMS COUNTY, PENNSYLVANIA

Dear Mr. Vavra:

Pursuant to discussions with Mr. Pat OHara of Cummings/Riter Consultants, enclosedplease find one copy of the soil volume calculations generated for the Hunterstown RoadSite Feasibility Study (FS) Report dated December 18, 1992. In compiling thecalculations, a typographical error in Table 4-1 of the FS Report was noted. Theestimated areal extent of Medium 1 1 - Stream Sediments was previously reported in Table4-1 as 0.6 acres; the correct estimate is 0. 1 1 acres. Therefore, a revised Table 4-1 is alsoenclosed.

If you have any questions or comments on this matter please call.

Sincerely,Paul C. Rizzo Associates

\;Beth F. <yckcroftProject Manager

BFC/RAB/dhaEnclosures

pc: Mr. Gordon Taylor (w/enclosures)Mr. Patrick OHara (w/o enclosures)

300 OXFORD DRIVE, MONROEVILLE, PA 15146-23471547/dh» PHONE (412) 856-9700 FAX (412) 856-9749

NEWARK, DE MX. PLEASANT, SC AR3G8595 COLUMBUS-OH

TABLE 4-1

QUANTIFICATION OF MEDIA<«>HUNTERSTOWN ROAD SITE

FEASIBILITY STUDY

Medium

1

2

3

4

5

6

7

8

9

10

11

Description

Drum BurialAreas 1 and 2Groundwater

Lagoon AreaGroundwater

StressedVegetation Area

Soil

Borrow Area Soil

Lagoon Area Soil

South CornfieldArea Soil

North CornfieldArea Soil

Drum BurialArea 1 Soil

Drum BurialArea 2 Soil

Surface Water

Stream Sediments

Rate orVolume

40.5 GPM

16GPM

400 CY

1700 CY

1200 CY

7000 CY

9000 CY

NA

NA

NA

100 CY

Areal Extent

NA<C>

NA

0.12 AC

0.74 AC

0.37 AC

3.7 AC

5.2 AC

1.0 AC

NA

NA

0.11 AC

Contaminants of Interest

1,1-DCE; 1,2-DCE; TCE; BEHPW

Vinyl Chloride; 1,1-DCE; 1,1-DCA;1,2-DCE; 1,1,1-TCA;TCE; 1,1,2-TCA; PCE; BEHP

Lead; Antimony; Chromium;Copper; Mercury; Barium

Lead

Lead; Chromium; Mercury; VinylChloride; 1,1-DCE

Lead; Mercury; Barium

Lead; Mercury; Barium

TCE

None detected

1,2-DCE

Lead

Notes:

(a) Quantities are estimated based on available data for the performance of the feasibility study. RevisedApril 5, 1993.

(b) Only contaminants of interest above health-based cleanup level are listed.(c) NA indicates not applicable.(d) BEHP - Bis(2-ethylhexyl) phthalate.

140-376/92 •

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TABLE 4-5

LAGOON AREA SOIL SAMPLESSUMMARY OF ANALYTICAL RESULTS

SABAMETEB (a)________________UNITS (b)_____SS-2_____Surface 1 Surface 2 nT8-4,S-4 HT8-S,S-5Samme Type --- composite graO grab grao graeCollection Date --- 12/06/88 11/19/90 11/19/90 10/24/90 10/24/90Samole Oeptn feet 1.0 0.0-0.6 0.0-0.6 7.5-8.7 10.0-11.3PH --- NA<0 6.50 6.91 MA NAMoisture X by weight 23.3 31.2 19.1 13.0 14.5

Inorganics (d,e)____________Aluminum mg/kg 15,300 NA NA NA NAAntimony mg/kg --<f) 13 L (j) 10 LBarium mg/kg 91 NA NA NA NABeryllium mg/kg 0.9 NA NA NA NACadmium mg/kg -- -- -- 0.7 0.7Calcium mg/kg 2,140 NA NA NA NAChromium mg/kg 72 1,600 680 34 j <h> 30 jCobalt mg/kg 16 NA NA NA NACoooer mg/kg 60 2,370 1,510 81 J - 11 jIron mg/kg 30,200 NA NA NA NALead mg/kg 118 5,020 L 1,830 L 11.1 J 5.4 JMagnesium mg/kg 3,120 NA NA NA NAManganese mg/kg 390 NA NA NA NAMercury mg/kg -• 0.14 J 0.13 JNickel mg/kg 13 NA NA NA ' NAPotassium mg/kg 847 NA NA NA NASodium mg/kg 140 NA NA .NA NAVanadium mg/kg 46 NA NA NA NAZinc mg/kg 56 442 493 69 J 134 J

Volatile* (e) ________Acetone ug/kg -- 260 * <g> •• 13 * 2202-Sutanone ug/kg -- -- -- -- 96Chloroethane ug/kg -- 6001,1-Oichloroethane ug/kg -- 6,000

• 1,2-Oichloroethane ug/kg -- 331,1-Oichloroethene ug/kg -- 2901,2-Oichloroethene (total) ug/kg -- 21,000Ethylbenzene ug/kg •- -- -- -- 2304-Methyl-2-Pentanone ug/kg -- 150 -- . -- 190Methylene Chloride ug/kg 20 190 20Tetracnioroethene ug/kg -- 170Toluene ug/kg -- 530 -- -- 42 K (i)1,1,1-Triehloroethan* ug/kg -- 11,0001,1,2-Trichloroetnam ug/kg -- 48Trichloroetnene ug/kg -- 330vinyl Chloride ug/kg -- 610Xylenes (total) ug/kg -- 300 -- -- 1,200

AR3086I2

TABLE 4-5(continued)

PARAMETER (a)___________________UNITS (b) HT8-6,S-4 HTB-7,S-4 HT8-8.S-3 HT8-9,S-5 HTB-10,S-2Sample Type --- grao grab grao grao grabCollection Date --- 10/24/90 10/25/90 10/24/90 10/25/90 10/24/90Sample Depth feet 7.5-8.9 7.5-9.5 5.0-6.4 10.0-12.0 2.5-4.0pH --- NA NA NA NA NAMoisture X by weight 14.7 19.2 17.6 17.7 12.8

Inorganics (d,e)___________Aluminum mg/kg NA NA NA NA NAAntimony mg/kgBarium mg/kg NA NA NA NA NABeryllium mg/kg NA NA NA NA NACadmium mg/kg -- 0.46 •• 0.8Calcium mg/kg NA NA NA NA NAChromium mg/kg 27 J 35 J 32 J 42 j 30 JCobalt mg/kg NA NA NA NA NACopper mg/kg 5 J 28 J 67 J 44 J 10 JCyanide (total) mg/kg NA NA NA NA NALead mg/kg 14.3 J 10.7 J 106 J 43.6 J 11.9 JMagnesium mg/kg NA NA NA NA NAManganese mg/kg NA NA NA NA NAMercury mg/kgNickel mg/kg NA NA NA NA NAPotassium mg/kg NA NA NA NA NASodium mg/kg NA NA NA NA NAThallium mg/kg NA NA NA , NA NA .Zinc mg/kg 118 J 99 J 90 J 107 J 61 J mm

Volatile* (e)Acetone ug/kg -- 2,600 •• 180 492-Butanone ug/kg -- 560 •• 35Chloroethane ug/kg1,1-Oichloroethane ug/kg1,2-Oichloroethane ug/kg1,1-Oichloroetnene ug/kg1,2-Oichloroetnene (total) ug/kgEthylbenzene ug/kg4-Methyl-2-Pentanone ug/kg -- 350 -• -Methylene Chloride ug/kg -- 75 9 21Tetrachloroethene ug/kgToluene ug/kg1,1,1-Trichtoroetham ug/kg -- -- 81,1,2-Trichloroethwt ug/kgTrichloroethen* ug/kgVinyl Chloride ug/kgXylenes (total) ug/kg -- -- 35

AR3086I3


PARAMETER (a)_________________UNITS (b)______MTB-11,S-3_____HT8-11D,S-3_____HTB-12.S-2______HT8-13,S-2Sample Type --- grao grab grab grabCollection Date --- 10/24/90 10/24/90 10/25/90 10/25/90Sample Oeptn feet 5.0-6.9 5.0-6.9 2.5-4.0 2.5-3.5pH •-- NA NA NA NAMoisture X by weight 12.3 16.4 11.1 15.1

Inorganic* (d,e)___________Aluminum mg/kg NA NA NA NAAntimony mg/kgBarium mg/kg NA NA NA MABeryllium mg/kg NA NA NA NACadmium mg/kg -- 0.52 0.40Calcium mg/kg NA NA NA NAChromium mg/kg 24 J 42 J 9 J 15 JCobalt mg/kg NA NA NA NACopper mg/kg 21 J 50 321 J 8 JIron mg/kg NA NA NA NALead mg/kg 14.8 J 325 J 240 J 12.3 JMagnesium mg/kg NA NA NA NAManganese mg/kg NA NA NA NAMercury mg/kgNickel mg/kg NA NA NA NAPotassium mg/kg NA NA NA HASodium mg/kg MA- NA NA NAVanadium mg/kg NA NA NA NAZinc mg/kg 94 J 77 J 37 J 59 J

Votatiles (e)Acetone ug/kg 14 • 14 • 22 *2-8utanone ug/kgChloroethane ug/kg1,1-Oichloroethane ug/kg1,2-Oichloroethane ug/kg1,1-Oichloroethene ug/kg1,2-Oichloroethene (total) ug/kgEthylbenzene ug/kg4-Methyl-2-Pentanone ug/kg -- --Methylene Chloride . ug/kg -- -- 9 22Tetrachloroethene ug/kg -- --Toluene ug/kg1,1,1-rrichloroctham ug/kg1,1,2-Trichloroethan* ug/kgTriehloroethene ug/kgVinyl Chloride ug/kgXylenes (total) ug/kg

4K3086U


NOTES:

a. The compounds not listed were not detected in the samples above quantitation limits. Refer toAppendix F for a complete listing of analytical results and quantitation limits.

b. "mg/kg" indicates Milligram per kilogram or parts per million (pen), and "ug/kg" refers to nhcrogram perkilogram or parts per billion (ppb).

c. "NA" indicates the sample was not analyzed for this parameter.d. The inorganic Compounds of Interest (COD, mercury and antimony, were analyzed but not detected

above quantitation limits. Refer to Appendix f for a complete listing of quantitation limts and analyticalresults.

e. Results reported on a dry-weight basis: dry-weight = as-received divided by D, where03(100-moisture content)/100.

f. "--" indicates the parameter was analyzed for but not detected in the sample above quantitation limits.Refer to Appendix E for quantitation limits.

g. "*H indicates the compound was not detected at a concentration substantially above the level in laboratoryor field blanks.

h. "j" indicates the value listed is estimated.i. "<M indicates the value listed may be biased high; the actual value is expected to be lower.j. "1M indicates the value listed may be biased low; the actual value is expected to be higher.

AR3086I5

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PBnJECT N<"> • 87-376DATE BEGAN: .DATE COMPLET

10/24/90rn. 10/24/90

FIELD GEOLOGIST-,-..,,,.-..,, °ESCHECKED BY: WAS

COORJDINATES

M 189.203.73 F 2.153,430.00

îlRFATF F! • 549.03'

DESCRIPTIONVERY STIFF, GRAY TO DARK GRAY, CLAYEYSILT

5.0VERY STIFF, DARK GRAY, CLAYEY SILT WITHANGULAR ROCK FRAGMENTS

8.5'/VERY STIFF, DARK GRAY, CLAYEY SILT \"AND WEATHERED HORNFELS 3.9 -

BOTTOM OF BORING 8.9'

BORING BACKFILLED UPON COMPLETIONWITH CEMENT-3ENTONITE GROUT

cCD

t/1

m

m

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0

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REMARKS

MOIST

HNU BOREHOLE - Oppm

MOISTHNU BOREHOLE » Oppm

MOISTrINU BOREHOLE - OppmMOISTSPOON REFUASL AT 8.9'TOP OF ROCK 8.5'

vJOTE: SAMPLE S-4WAS ANALYZED FORTCL VOLATILEORGANIC30MPOUNDS ANDPETALS

rWI-nFPTU — DATF/TIMF — JS'0'P-P'

PWI • HFPTUJ — HATF/TIMF —

npin iMn u(TTunn- 4- 1/4" I.D.. 8" O.D. v?ILUNG CONTRACTOR:EICHELBERGERS, INC.JM i Olfi- PHJC unnri -re

HOLLOW STEM AUGERS DRILLER: BOB AUSTIN

F-219 /IPQHQC 1 O BORING NO. HTB-6F-219 /IPQHQC 1 O NO. HSLW 1-2-91 H n O U O O l O SHEET 1 OF 1



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22

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11

PROFILE

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COORDINATES

si '39,100.43 F 2.153.389.67

CIIPFAHF F! • 542.66' .. .

DESCRIPTIONVERY STIFF TO HARD, BROWN TO GRAY,CLAYEY SILT



SCS SYMBOL

3

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ml

ml

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1

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87—376 n IMI pun . nrp-H_| — HATF/Tiyr — NOTES:.,.,..10/25/90 niH..nrrvn,i - nATF/nuF - 3

'COMPLETED: 1°/25/90 —— pp., , ,M^ uFTunn. 4 1 /4" I.D.. 8" O.D. 3GEOLOGIST; ,..,... PES , HOLLOW STEM AUGERS D

:KED BY: WAB

mREMARKS

1

MOISTHNU BOREHOLE >• Oporr

MOISTHNU BOREHOLE » 2oorrMULTI-COLORED SHEENPRESENT FROM 0'-5'MOISTHNU BOREHOLE -« Opprr

MOISTHNU BOREHOLE ™ Opprr

MOISTHNU BOREHOLE ••• 2ppmAUGER REFUSAL AT 12.STOP OF ROCK 12.5'MOTE: SAMPLE S-5WAS ANALYZED FORTCL VOLATILEORGANICCOMPOUNDS ANDMETALS ||||

RILLING CONTRACTOR:EICHELBERGERS, INC.RILL RIG: CME MOOEfllfcRILLER: BOB AUSTIN W

F_7iQ—————————— f l D T n Q C i n BORING NO. HTB-9SLW1-2-91 AnOUOb I 9 SHEET 1 OF 1

Fkul C. Rizzo Associates, Inc.CONSULTANTS

WEST1NGHOUSE - HUNTERSTOWN ROAD SITELOG OF BORING NO. HTBHQ

_—. •/>ui3

540

539.28

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FIC-LP r-rni nr.i<5T- DESCHECKED BY: . WAS

COORDINATESN '89,052.10 F 2,153.348.59quRFAP.F F| • , 543.48'

DESCRIPTIONVERY STIFF, GRAY CLAYEY SILT, IRON STAINED



•

rw/L.pEpTU _ riATF/TIUF

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NOTES:3ILLJNG CONTRACTOR:EICHELBERGERS, INC.RILL RIG: CME MODEL 75RILLER: BOB AUSTIN

F-219 flP^HQCOn BORING NO. HTB-10SLW 1-2-91 «nOUOb<:(J SHEET 1 OF 1

C Rizzo Associates. Inc.CONSULTANTS

WESTOGHOUSE - HUNTERSTOWN ROAD SITELOG OF BORING NO. HTB-11

. A£2-i«iju

540

536.72

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FTT No . 87-376ncr.AM. 10/24/90COMPIETf-rv 10/24/900=TH DGIST- ,. DESKED BY: . WA8

COORDINATES

. M 189,055.05 F 2.153,345.67

<;iiRFirF F|- 543.62'

DESCRIPTIONSTIFF TO VERY STIFF, GRAY, CLAYEY SILT

5.0VERY STIFF. GRAY CLAYEY SILT ANDWEATHERED HORNFELS



nwi-nFPTH - DATF/m. .. -OWI . nP"PTU — nATF/TiL. — '

pen . |wrs uprunn. 4 1 /4" i.O.. 8" O.D. jHOLLOW STEM AUGERS 3

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MOIST

vIOISTHNU BOREHOLE - OppmTOP OF ROCK 6.7'NOTE: SAMPLE S-3WAS ANALYZED FORTCL VOLATILEORGANICCOMPOUNDS ANDMETALS

41

RILUNG CONTRACTOREICHELBERGERS, INCRILL RIG: CME MODEL JlfeRILLER: BOB AUSTIN HP

F-219 fl D O n P C O I BORING NO. HTE1-11SLW 1-21-91 H n O U O 0 C | SHEET 1 OF 1



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COORDINATES

M -39.021.01 F 2,153,383.77

~: lOFAPF Fl • '541.40'

DESCRIPTIONSOFT, 3RAY TO BROWN, CLAYEY SILT

2.5SOFT, GRAY TO BROWN, CLAYEY SILT ANDPINK WEATHERED INTRUSIVE

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MOIST

MOISTHNU BOREHOLE - OpprrTOP OF ROCK 4.1'NOTE: SAMPLE S-2WAS ANALYZED FORTCL VOLATILEORGANICCOMPOUNDS ANDMETALS

RILLING CONTRACTOR:EICHELBERGERS. INC.?ILL RIG: CME MODEL 75FILLER: BOB AUSTIN

F-219 flR^fiftCOO BORING NO. HTB-12SLW 1-2-91 HnOUODtC SHEET 1 OF 1

Paul C. Hizzo Associates, inc.CONSULTANTS

WEST1NGHOUSE - HUNTERSTOWN ROAD SITELOG OF BORING NO. HTB-13

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540539.0

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COORDINATESM '89.013.35 F 2.153,421.19«:noFArF FI. 542.50'

DESCRIPTIONMEDIUM STIFF, BROWN CLAYEY SILT

"> cMEDIUM HARD." GRAY HORNFELS. WEATHERED^ ,.



FCT NO • 87-376 r.wi-nFDTu - nATT/TiuF:gFr:A,N- 10/25./90 ru/t-nrp-m — RATT/TIMF — ^nOMPIFTFD: —— 0/25/90 —— nDII MMft UCTunn. 4 1/4" I.D.. 8" O.D.GEOLOGIST:,. D^S „„,„,.„_, HOLLOW STEM AUGERS 5KED BY: . WAS

dmCO00u

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<'c(jj *-cy

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NOTES:

i»REMARKS

dOISTWATER AT 2.0'UOISTTOP OF ROCK 3.5'

•

RILLING CONTRACTOR:EICHELBERGERS, INC.

RILL RIG: CME MODEL JjSRILLER: BOB AUSTIN

F-219 A D O n OCOO BORING NO. HTB-13SLW 1-2-91 HnOUOOdO SHEET 1 OF 1

.Haul L,. itizzo Associates, inc.CONSULTANTS


^

540

535.77


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35

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FTT MO • 87-376PFÂM. 10/25/90ÔMPIFTFP- 10/25/90rtFni nRi«?T-.__.. OESKED BY: . WAB

COORDINATES

N 189,073.39 F 2,153,379.51

QiiBFArFFi- 542.77'

DESCRIPTIONSTIFF, GRAY TO BROWN, CLAYEY SILT

5.0SOFT, GRAY HORNFELS. WEATHERED


30RING BACKFILLED UPON COMPLETIONWITH CEMENT-BENTONITE GROUT

Cg(j(j

m

m

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6

6

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REMARKS

MOIST

MOIST

MOISTHNU BOREHOLE - lopmTOP OF ROCK 5.0'

BILLING CONTRACTOR:EICHELBERGERS, INC.JILL RIG: CME MODEL 75JILLER: BOB AUSTIN

F-219 ft D Q n Q C OI BORING NO. HTB-14SLW 1-2-91 HnOUOOCH SHEET 1 OF 1



*— N

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540539.05

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17

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COORDINATES

M 189,058.07 F 2. 1 53,432.08

=;iiRFArF FI • 543.05'

DESCRIPTIONBROWN TO GRAY, SILTY CLAY

2.5SOFT, GRAY, HORNFELS, WEATHERED, IRONSTAINED 4.0



SCS SYMBOL

D

/—-

oz<*p£ a-c

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F^T NO • 87—376 \*ji . ntroru — n ATTT /TH4F — NOTES^RFGAN: ———— 10/26/90 . ^.npoTw - nATF/miF - 3COMPLETED: 10/26/90 —— nBH | l|klft UFTHnn. 4 1 /4" I.D.. 8" O.D. DGEOLOGIST- O.ES , ,. HOLLOW STEM AUGERS ">KED BY: . WAS

REMARKS

HNU BOREHOLE - OppmDRYTOP OF ROCK 2.5'

0

RILLING CONTRACTOR:EICHELBERGERS. INC.RILL RIG: CME MOOELjiifiRILLER: BOB AUSTIN f P

F-219SLW 1-2-91

AR^flftCOC BORING NO. HTB-15flnOUOb^b SHEET 1 OF 1

CD



. uO£2OJ

540.12

£i

3

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PROJECT NO.: . 87-376DATE BEGAN: _DATE COMPLET

10/26/90rn- 10/26/90

FIELD GEOLOGIST- DESCHECKED BY: - WAB

COORDINATES

M 189,059,61 f 2.153,470.43CIIPFAPF FI • 544.82'

DESCRIPTIONBROWN TO GRAY, SILTY CLAY

2.5MEDIUM HARD, GRAY HORNFELS


BORING BACKFILLED UPON COMPLETIONWITH CEMENT-BENTONITE GROUT

Owi-DEP™ , 7,,.,,,, OATF/TIUFr.W. DEPTH - HATF/TIMF - )(ORIIIING MFTHOn- 4 1 /*" '-D- 8" O.D. }[HOLLOW STEM AUGERS 31

Cg

CO

—

ozQÛlo: JD^~ZI

0

REMARKS

HARD AT 2.0'DRYHNU BOREHOLE - OpprrTOP OF ROCK 2.5'

NOTES:RILLING CONTRACTOR:EICHELBERGERS. INC.RILL RIG: CME MODEL 75RILLER: BOB AUSTIN

F-219 flR^HQCOC BORING NO. HTB-16SLW 1-2-91 HnOUOOCO SHEET 1 OF 1

C. Rizzo Associates, Inc.ONSULTANTS


0

Z*Ul

540

535.29


uH

0

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35 "

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5-99-10

7-911-28

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22

19

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COORDINATES

NJ 189,134.07 r 2.153.417.27

CNRFAPF FI • 544.79'

DESCRIPTIONSTIFF, BROWN TO GRAY. CLAYEY SILT

7.5SOFT. GRAY HORNFELS. WEATHERED



FCT NO.: 87-376 ftwfl .pporw - OATF/TIUF:RFC:AM. 10/26/90 nun -nFn-n-i — DATF/TIMF — 'COMPLETFD: 10/26/90 omnium urn inn. 4 1/4" 1 n . 8" 0 n -,

1 GEOLOGI;KED BY:

•ST. DES HOLLOW STEM AUGERS )WAS

SCS

SYMBOL

3

ml

-

ozQx-v< c*lC

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100

250

NOTES:

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ODOR PRESENT

MOISTHNU BOREHOLE =' 6pprr

MOISTHNU BOREHOLE -iSppmTOP OF ROCK 7.5'

•

RILLING CONTRACTOR:EICHELBERGERS, INC.RILL RIG: CME MODELJIKRILLER: BOB AUSTIN HP

F-219 flR^nftCO7 BORING NO. HTJ3-17SLW 1-2-91 HnOUOO*: / SHEET 1 OF 1

C

Paul C Rizzo Associates, Inc.CONSULTANTS

WESTINGHOUSE - HUNTERSTOWN ROAD SITELOG OF BORING NO. HTBHS

• 'A

Ulu_

540539.74


fjjj

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— 5 —

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35

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KED BY: -

rn. 10/26/905T- DES

WAS

COORDINATES

M 189,110.80 F 2.153.452.27

«:ilRFArF E| • 543.74'

DESCRIPTIONBROWN TO GRAY, CLAYEY SILT

3.0MEDIUM HARD, GRAY HORNFELS. WEATHEREn4 Q



SCS SYMBOL

3

r

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cZX

2.0

/MJIH . nc"OTu — • n A Tff /Tiur — NOTES:

r-WI-ntrpTH nATF/TIUF 3F

PPMIIN« MFTi-inp; 4 1/4" I.D.. 8" O.D. DFHOLLOW STEM AUGERS >F

REMARKS

ODOR PRESENT

HNU BOREHOLE -16ppmDRYTOP OF ROCK 3.0'

ZILUNG CONTRACTOR:EICHELBERGERS. INC.!ILL RIG: CUE MODEL 75ilLLER: BOB AUSTIN

F-219 flR^nftfiPft • SORING NO. HTB-18SLW 1-2-91 HnOUOOCO SHEET 1 OF 1<3


WESTINGHOUSE - HUNTERSTOWN ROAD SITELOG OF BORING NO. HTBH9

-•. to£3*t

Uluv- /

541.39


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S3-425-60

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18

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*^

COORDINATES

N 189,100.56 F 2.153,488.66

îiRFArr FI- 545.59'

DESCRIPTIONBROWN TO GRAY, CLAYEY SILT

2.5VERY STIFF, BROWN TO GRAY, CLAYEY SILTAND HORNFELS. BROKEN 42


BORING BACKFILLED UPON COMPLETIONWITH CEMENT- BEN TONITE GROUT

JErT NO' 87—376 /-.uii . pvp-p-rrj — HATF/TIMF —

'.BEGAN: ———— 10/26/90 ———— rTW|. DEPTH - DATF/TIUF - >. COMPLETED: —— 1 0/26/90 —— DRILLING METHOD- * V*" 1-0., 8" O.D. 3) GEOLOGIST: Q£S HOLLOW STEM AUGERS )%KED BY: . WAS

SCS

SYMBOL

3

ml

o5 ^< CLU 5* a•DX

0

NOTES:

»REMARKS

HARD AT 2.0'MOISTHNU BOREHOLE <» OpprrTOP OF ROCK 3.7'

!

II

RILLING CONTRACTOR:EICHELBERGERS, INC.RILL RIG: CME MOOEM|KRILLER: BOB AUSTINW^

F-219 UDOnOCOO BORING NO. HTB-19SLW 1-21-91 AnOUObdy SHEET 1 OF 1


WESTINGHOUSE - HUNTERSTOWN ROAD SITELOG OF BORING NO. HT -20

—. 00SsÊ550

540

538.86

FROJDATEDATEFIELDCHEC

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21

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E^T MO • 87-376RFC AM- 10/26/90

COMPLETGEOLOGi:

KED BY: -

pp. 10/26/90!T. DES

WAS

COORDINATES

KJ '89,192.89 F 2,153,458.36

9 1 IRFAPF Fl • 550.86'

DESCRIPTIONVERY STIFF TO HARD, BROWN TO GRAYCLAYEY SILT

7.5VERY STIFF. GRAY CLAYEY SILT, ANGULARROCK FRAGMENTS

11.2'/VERY STIFF. GRAY CLAYEY SILT AND \HORNFELS. WEATHERED 12.Q'



a00or

m

mi

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190

310

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REMARKS

MOISTHNU BOREHOLE - Oppm

MOISTIRON STAINED5.0'-7.0'

MOISTHNU BOREHOLE - 2pprr

MOISTHNU BOREHOLE -6QootrTOP OF ROCK 11.2'

BILLING CONTRACTOR:EICHELBERGERS, INC.JILL RIG: CME MODEL 75JILLER: BOB AUSTIN

F-219 fiR^flPCOn BORING NO. HTB-20SLW 1-2-91 M M O U UUOU SHEET 1 OF 1


WEST1NGHOUSE - HUNTERSTOWN ROAD SITELOG OF BORING NO. HTB-21

_i ."•" Ul

Ulu_

542.59

PRO.DATEDATEFIELCCHEC

11

0

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3-35-6

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4-7

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(IN.)]

19

18

16PROFILE

I

^

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COORDINATES

M 189,170.32 F 2.153.436.53

•ÎPEArF FI • 549.29'

DESCRIPTIONVERY STIFF, GRAY TO BROWN, CLAYEY SILT



JET Nn • 87—376 r-iA/i . nrm-u — n ATE- /TUJC- —

i BEGAN: .' COMPLE") GEOLOG1:KED BY:

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SCS

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<"cUlC£ GC

Z

250

300

310

NOTES:

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MOIST

ODOR PRESENTHNU BOREHOLE^ 11 OppmMOISTMOISTHNU BOREHOLE =>50ppmSPOON REFUSAL AT 6.7'TOP OF ROCK 6.7'

II

RILUNG CONTRACTOR:EICHELBERGERS. INC.RILL RIG: CME MOOEgfcSRILLER: BOB AUSTIN IP

F-219 ft fl 0 U 0 b d 1 BORING NO. HTB-21SLW 1-2-91 w ' SHEET 1 OF 1

C. Rizzo Associates. Inc.CONSULTANTS

WESTINGHOUSE - HUNTERSTOWN ROAD SITELOG OF BORING NO. HTB~22

Ulu

550

547.53


&sai.0

—— 10 —

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—— 25 —

—— 30 —

35

Uj£

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MENT

S

2-311-35

SAMPLE

RECOVERY (IN.)

21

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<£

FPT MO - 87-376BEGAN- 10/26/90-COMPLETGEOLOGI'KED BY: .

•m- 10/26/90DES

COORDINATES

N 189.160.12 F 2.153,511.42

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DESCRIPTIONMEDIUM STIFF, BROWN TO GRAY, CLAYEY SILTAND HORNFELS, BROKEN



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