Westinghouse Advanced Industrial Systems Electric Corporation · Soil/Rock Classifications (SYR...

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EPA Region 5 Records Ctr.

227912

0000051

Advanced Industrial SystemsWestinghouseElectric CorporationBP-WP-CD-88-030May 12, 1988

Director, Waste Management DivisionUnited States Environmental Protection AgencyRegion V230 South Dearborn St.Chicago, IL 60604

Environmental Technology Division

I! U^ JFlyluniil 5963-0tU.S. c r A , t^LArl.^ \ V

WASTE r . 'A \AGE: , . ._ . , • ^ . . ;£!OOFFICE OF THE DiRECTOR

RE: Data Transmittal, Winston Thomas Facility and Bennett' Dump, May 1988

Dear Sir or Madam:

Enclosed you will find the above -referenced document. This documentfulfills the requirements set forth in Task 2.3 of the SupplementalHydrogeologic Investigation Plans, Winston Thomas Facility and Bennett'sDump, August 1986. The requirements for each site were to provide:

A. A plot plan showing the locations of core holes and monitoring wells;B. Coring and drilling logs;C. Geophysical logs;D. Water level elevations;E. A ground-water quality sampling schedule; andF. A description of any changes made to the Supplemental Hydrogeologic

Investigation Plan.

The Data Transmittal provided is divided into two sections, one for eachof the two sites. These sections are further subdivided into thefollowing sections to address each requirement of Task 2.3:

I. Site Plan;II. Soil Boring, Rock Coring, Monitoring Well Installation Data;III. Geophysical Data;IV. Hydrogeologic Data;V. Ground-water Sampling Schedule; andVI. Changes/Additions to Supplemental Hydrogeologic Investigation

Plan.*

Should you have any questions regarding this document or the datacontained therein, please contact Dan Switalski at 412-722-5708.

Sincerely,

Carl A. AndersonBloomington Project Manager

EnclosureCC: D. Switalski, J. Narkurias

en

ro

BLASLAND & BOUCK ENGINEERS, P.C.BLASLAND, BOUCK & LEE

Data Transmittal

Winston Thomas Facility and Bennett's Dump

Westinghouse Environmental Services

Waltz Mill Site, Pennsylvania

May 1988

DATA TRANSMITTAL

WINSTON THOMAS FACILITY AND BENNETT'S DUMP

WESTINCHOUSE ENVIRONMENTAL SERVICESWALTZ MILL SITE, PENNSYLVANIA

MAY 1988

BLASLAND & BOUCK ENGINEERS, P.C.5793 WIDEWATERS PARKWAYSYRACUSE, NEW YORK 13214

Winston Thomas

DATA TRANSMITTAL

WINSTON THOMAS FACILITY

WESTINCHOUSE ENVIRONMENTAL SERVICESWALTZ MILL SITE, PENNSYLVANIA

MAY 1988

BLASLAND 5 BOUCK ENGINEERS, P.C.5793 WIDEWATERS PARKWAYSYRACUSE, NEW YORK 13214

TABLE OF CONTENTS

I. SITE PLAN

II. SOIL BORING, ROCK CORING, MONITORINGWELL INSTALLATION DATA

A. Boring/Coring LogsB. Monitoring Well Specifications Table

III. GEOPHYSICAL DATA

A. Gamma Ray LogsB. Caliper Logs

IV. HYDROGEOLOGIC DATA

A. Packer Test Logs and Configuration FormsB. In-Situ Permeability Test LogsC. Water Level Records

V. GROUND-WATER SAMPLING SCHEDULE

VI. CHANGES/ADDITIONS TO SUPPLEMENTAL HYDROGEOLOGICINVESTIGATION PLAN

1. SITE PLAN

,"- " _"- ** n* - "1"* .—-—*"" " - ^"* * . *****

MW-6

WINSTON THOM^ FACILITY

LEGEND

GROUND-WATER MONITORING WELL

STREAM GAUGE

File Numbef

dote

HORIZONTAL SCALE8O' O' 80'

1 I 1l ^UJ ^^^^^

2 Of THE NEW YORK STATE EDUCATION LAW

No

.. .

Dot* RevMons

~

.

i

Inrt 1

Drawn by

Checked by

BORING, CORING AND MONITORING WELL NOMENCLATUREWINSTON THOMAS FACILITY

SUPPLEMENTAL HYDROGEOLOGIC INVESTIGATION PLAN

The locations of the monitoring wells installed during the Phase 2, Site

Investigations are presented on the proceeding figure depicting the Winston

Thomas Facility. All monitoring wells are designated by the prefix "MW-"

followed by a number designating a location. The location numbers may be

followed by one of the letters listed below:

D - Indicating a deep cased bedrock well.

i - Indicating an intermediate in depth cased bedrock well.

^- S - Indicating a shallow PVC-cased overburden well.

If no letter follows the location number, then the well is an open-hole

bedrock well.

/•->. The prefix "B-" followed by a number indicates a soil test boring at the

^ location designated by the number. The prefix "C-" followed by a number

indicates a rock coring at the location designated by the number. At most

locations the sequence of drilling activities began with a soil boring. A rock

coring was drilled next and finally the corehole was reamed to construct an

^ open-hole or deep-cased bedrock monitoring well. Therefore, for example at

Location 1, the soil test boring would be designated as B-1, the rock coring

as C-1 and the open-hole monitoring well MW-1. Continuing with this

example, if casing was installed at Location 1 to construct a monitoring well,

it would be designated as MW-1D. Any intermediate bedrock and shallow

overburden wells, if installed would be drilled at adjacent locations and

designated as MW-1i and MW-1S. If no soil test boring or rock coring was

installed, the well at Location 1 would be designated as MW-1 if open-hole or

MW-1D, if cased. In this instance, no reference to B-1 or C-1 would occur.• ^

1 of 2 5 /9 /88

Throughout this Data Transmittal, locations designated by a number have

different prefixes attached to them. In summary, with respect to the Winston

Thomas Facility:

1. B-1. C-l and MW-1 refer to the same location.

2. B-2, C-2 and MW-2 refer to the same location.

3. B-3. C-3 and MW-3D refer to the same location,

fl. MW-3i is located immediately adjacent to MW-3D.

5. MW-3S is located immediately adjacent to MW-3D.

6. B-4, C-fl and MW-a refer to the same location.

7. B-5, C-5 and MW-5D refer to the same location.

8. MW-51 is located immediately adjacent to MW-5D.

9. B-6. C-6 and MW-6 refer to the same location

10. MW-7 refers to open-hole bedrock well where no soil test boring or

rock coring was installed.

11. MW-8 refers to open-hole bedrock well where no soil test boring or

rock coring was installed.

2 of 2 5 /9 /88

SOIL BORING, ROCK CORING, MONITORING WELLINSTALLATION DATA

/-dy—~7 MASLAND ft tOUCK*—yp~~T INOINIMS. i».c.

SOIL DATA

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SOIL /ROCK DESCRIPTION

SOIL /ROCK CLASSIFICATION

OD Rock Quality Degre* - Iht•urn of the lengths of piecesfour Inches lonq or greaterdivided by the length ofthe core.

1' blow counts from C Inches toof splltspoon penetration.

applk

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> —

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>P Or CASING ELEV«

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Soil/Rock Classifications

(SYR 1/1) Color of >olli using Munsell ColorChart(5GY (/I) Color of rock uslnq GrnloglcalSociety of Amerkan Rock Color Chart!

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Foture Symbol* C Abbreviations

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B. Monitoring Well Specifications Table

I ABU •!•'

NONIIMINC Mil OCTAIIS•INSION IHUNAS IACILI1V. M-OOMINCIOM, INDIANA

lop ofProtective

••II CftlngMe, l

Oeplli ofProtect iveCatlne, In Baring «•!) Borehole Veil

•2 102.96'

r«-is too. n1

HW-ll 100. I

rm-10 9B.64'

Ground Subiurftco Depth Depth DlMMter DleewterIl«v4llon«

W.S' II.S'

jj » • I <"•!

41.11* 41.11' V4/I"

(tnche>| (Inctietl

S-S/I"

ProtectiveCetlnf Type of

OloMtor Conttruc-t<en

ScreenIntervel

4-1/2" Open N/A

100.00* 16.0' S-J/I" N/A

»«>• i. >i' *./»' t.o1 j i/i," i.o" t.O" Screened 9l.*'-<IO.<t'

Cr.vtlPack

N/A

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Bent (in I toIlevtiIon

See I _

N/A

N/A lOO.O'-BJ.O1 N/A

Cener t\

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»*.i' 7.4'

9«.ii' D.O'

!/.»' !>•>/«" 2.0" t.O" Screened B«.0'-79.0' BB.r> ' - /9 .0 ' 9(I.*>'-90.V V0.4 ' -88.4 '

)».«' i Vb" 2.0" 4-1/1" Streennd kb.fcB' -!>(..!>' Ot.ii' -SS . )' '((.."i • • /(..*

HW-4 102.91' 100.2' 14.0' 45.i' «.i.l' b-b/b" i-5/8" 6-1/2" Open N/A N/A IOO.?'-86.?'

0 7 . / ' Ned C i ty/ . / ' -10.0 1 Inl.r-l«,«f»d SIlAlt «nd1 iMtlanc, JO.0'-41.11' SI1AU

0.0-1.1* III!I.I'-IO.I' Sl l ty (.!•10,r-4l./!i' Inter-l<y«rcd Shtle <ndI l*«»tun«4I . /S ' -49 .0 ' bllAU

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0.0-6.0' C l«y , Sti.d

ii.o'-i;.!)' i i•layered 'jli«l» «ndI l«i«titont

I I . 0 - / , * > ' ( l < y , bdinl

Icyund M.«l» oiUI mot one

0.0-7.0' f lA»7.0'-»I.S' Inter-layered britle <ndI tmet lone, 41.S-HS.5' SIMLE

WT-II -B 1 of 7I -

1*1

TAIILE XT- (Continued)

HeM

No.

K-51

lop of

ProtectiveCasing

(Elevation)

118.08*

GroundElevation*

115. 21

Depth ofProtectiveCasing InSubsurface

«t.)

BoringDepth(H.)

20.0' 20.0' 5-5/6"

WellDiameter(Inches)

2.0"

ProtectiveCasing

Diameter(jnches)

6.0"

Type ofConstruc-

tion

GroutIntervdI(Elev.)

BentonlteElevation

Seal

Screened 105.2'-95.2' 107.2'-95.2' 11S.2'-108.2' 108.2'-105.2' 0-8.5' CLAY8.5'-20.0' lnl.r-layereil Sh.ilf .-udL iniL'Munt;

-5D 118.13' 1IS.1' 16.5' 55. S' 30.0' 5-5/8" 2.0"

MW-6 122.9".' 120.0- 23.5' 51.5' 51.5' 5-5/8" 5-5/8"

6-1/2" Screenud

7-1/8" Open

95.1'-85.1' 97.1'-8S.1'AND

82.1'-60.1'

N/A N/A 170.0-96.5'

99.1'-97.1'AND

85.1'-82.1'

N/A

o-e.s1 CLAY8.5'-37.9' Intel

layered Shalu andLimestone

37.9'-55.5' Sham

O.O'-IO.O' ClAY, *i,I0.0'-I7.b' ( Uy undSilt

H-7

HW-6

96.12'

103.51'

9*.*'

101. 11

13.0'

10.0'

39.0'

ii5.0%

39. O1 5-5/b"

5-5/b"

5-5/8"

5-5/8"

7-1/8" Open

7-1/8" Open

N/A

N/A

N/A

N/A 101.3'-91.3'

layered SHALE artLimestone*2.0'-5I.5' £IIAIE

N/A 0.8-B.O' CLAV, Ml:8.0'-3*.0' Inter-layered SHALE andL i me stone3<t.05'-39.0' SHALE

N/A 0.0-<i.O' CLAY*.0'-"iO.O' Inter-layered SHALE andLimestone'iO.O'-<i5.01 SHALE

•All eleva Ions based upon datum established by bUL Survey Crex, August 1987.

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WT-III-B 9 of 9

A. Packer Test Logs and Configuration Forms

SINGLE PACKER TEST DETAILS

PROJECT NJUBER

LOCAT.C

/I <.- !(o-

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WT-IV-A 1 of 57

SINGLE PACKER TEST DETAILS

PROJECT NAME 5 H 1

fcjn^

CORiNG / SORING _.,

PERSONNEL T<LT

DATE !

*«—

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WT-1V-A 2 of 57

psc-ecr N.

DOUBLE PACKER TEST DETAILS

ilW^V -..'i-. ":H)p CO":*G / 8CR SG L

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WT-IV-A 3 of 57

SINGLE PACKER TEST DETAILS

P R O J E C T SJ«* 5H

PROJECT N'JMBER

LOCATION \fJin*jyn

/ / £ • '«> ^- '

CORING / B" 1

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WT-IV-A 4 of 57

PACKER TEST LOG

1111

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Taet Ma.

Vx,

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>roject No.ocatlon

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'ersonnel

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PACKER TEST LOG

Protect Tltl. SMTP

Protect No. \ \-a-\C,— ~i\

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WT-IV-A 6 of 57

PACKER TEST LOG

.1

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\ \ -a- \£- -a\Teat Date r~3 i — OT-

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PACKER TEST LOG

Project Title !S\...~-..».ti-~ <*titP Teat Date

Project NO. \\~S-- \d~"^ \ Boring Dlameter(2r) V.-jLocation ^-> \ o^-^c, "~\~V>c.^^fx^, Caalng Height 2.9 H

Boring No. fc>- ^ ;

Personnel ~ r~

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WT-IV-A of 57

DOUBLE PACKER TEST DETAILS

P»OJECT NAME I p C0« NC / BC* SG.

LOCATION £fj> DATE

-T-H£ CM! OF

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WT-IV-A 9 of 57

SINGLE PACKER TEST DETAILS

NAME

PROJECT NUMBER

LOCATION \fJjl "T<».ci [(

COR'NG

PERSONNEL

... DATE

THEIGHT OF GAJGE

IHEIGHT OF CASING *

STICK UP ZnO-g'n

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NOTES ' 20 pi* °~& 20 /Hl=

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WT-IV-A 10 of 57

/ J 7

PACKER TEST LOG

1

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lL

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I

Project Tit

Project NoLocation

Boring No.Personnel

la^\v« - .-.'tj. S*\Ti*4

Test Date *-\ — \ ^ — "* v- .8-* / -yBorlna Dlameter(2r) H-1*

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PACKER TEST LOG

Project Title

Project No._Location

o-\ c —

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Test. Boring Dlameter(2rl__J±VjS.Casing Height

Gauge Height

T««t No.

8 -1-V1

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WT-IV-A 12 of 57 ,• iUkSLAND t IOUCK [NOINCEK. ^ C

N i U E

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DOUBLE PACKER TEST DETAILS

•jy>hr S.U

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WT-IV-A 13 of 57

DOUBLE PACKER TEST DETAILS

PROJECT NAME 111" S.--U *m?

NJMBE* \l Z-

CORING

PERSONNEL

C A T E

TOF GAJGE

p /£ &

HEIGHT OF CASING ' 'S T I C K UP .215.^

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WT-IV-A of 57

DOUBLE PACKER TEST DETAILS

PHOJCCT NAMEt "r'a— ^ ^ ^ ' '

COKING 3-3

LOCATION DATE

HEIGHT OF CASING ,STICK y* «3-fSa

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GAJGE

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WT-IV-A 15 of 57

SINGLE PACKER TEST DETAILS

PROJECT NAME SHIPPROJECT NUMBER lit

J/J.n$fo>1LOCATION ¥

CORING /

PERSONNEL

DATE .

THEIGHT OF GAJGE

1HEIGHT OF CASIJJG '

STICK UP X-'S^

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WT-IV-A 16 of 57

SINGLE PACKER TEST DETAILS

li'-er V

Tl TPE*SCV*£L ^'—i

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HE'GHT OF GAJGE

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WT-IV-A 17 of 57

NAME

SINGLE PACKER TEST DETAILS

i ;.-u.. si*£ >MP CORING / P.OPIMK ftuJ-SD Wa.o

>lo~ I KO.V. s ^

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bA A 7DATE

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WT-IV-A 18 of 57

.TS--

PACKER TEST LOG

Project Till* ~S\— .-.*-.-

ProMct nLocation

\0-\C--3i\

Boring No..P«r«onn«l

last Date \o-c-_ Boring Dlametar(2r).Gating HmiaM 3• 3

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WT-IV-A 19 of 57

PACKER TEST LOG

1

11

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^

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Project NoLocation

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le ^-V. -•-—•v,.- ^IPU"3 -\C -"2. \

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> /O-t-tt-r-

ameter(2ri ^ "VO'w^-tc,^ ~\ '~Vr.v~«^, Caslrm Hfllaht 3-1H,-, V

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WT-IV-A 20 of 57

PACKER TEST LOG

Projact THIa

Projact No._Location

Boring No.

.Paraormal

last_ Boring DlamatarfcrL

.Casing Haight

Qauga Haight '.

/o-T-01- 4. \0-<a-<ai.

~ !)'* n.-. X

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WT-IV-A 21 of 57•IASVANO » IOUCK INOIHf ItS. P C

x<«^

PACKER TEST LOG

Project Title"?V...~.-.*».. Test Date (0-9-8 T-

Project No. \\~a -\ &-"5i \

Location <-O\v^ \ro-~ T\ ----- »

H-"

Boring No..Personnel

-3

Boring DlameterterlCaalng Height ^,"3HX

Gauge Height "a . C c

T««t No.

Xo-S-ST-

S

c

0«pth Interval

To(ft) From(ft)

^^ .s\3

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WaterTable

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WT-IV-A 22 of 57 ILASULNO i loucr tNOiNtrrs. r.c.

PACKER TEST LOG

Project TitieTSV ^.- <- . r *>

Project MO. \va-\k--3\Location

Boring No.

.Personnel

Teat Date

Boring Dlameter(2rL

.Casing Height

Gauge Height

"*** Srfs T-

i1 Q» a >

TeetMa.

£

Depth Interval

TrflO Fro«(fO

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WT-IV-A 23 of 57IOUCK iMoiNitvt. r

SINGLE PACKER TEST DETAILS

Ol J y l ^ " / <C \_J l"^PROJECT NAUF mSy^lOtTSr/ ^,4-« } H f

J

PROJECT N:JMBER Il2./b.2l

LOCATION U/indcn Ifirmfte TG^ihri*.c/

1HEIGHT OF CASING x ^ '

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WT-IV-A 24 of 57

SINGLE PACKER TEST DETAILS

"" '

f-E«SC*N£t. 3 -*

T&£ [s'fj 9/27S?

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WT-IV-A 25 of 57

PROJECT M A u r

PROJECT NUMBER

LOCATION L

DOUBLE PACKER TEST DETAILS

CORING / BORING _t

313"L^cPpWfr, S',•(«< 5 ' H I P1"

|1Z. lip.

[ K Ow f g_6i I iTV-V

PERSONNEL

DATE

HEIGHT OF GAUGE -i

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snr.K UP £. 71 *,V

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WT-IV-A 26 of 57

PACKER TEST LOG

If1I

.F

TeatMft.

U

•reject Tit

»roject No..ocatlon

lorlng No.•ereormel

Depth

TeCfti

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la \5\cu— . . . SdrP

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WT-IV-A 27 of 57

PACKER TEST LOG

Project Title

Project Mo.Location i

'S^Tf Test Date

Boring No.

.Peraonnel

-H

.Boring Dlameter(2rl_

.Casing Height

Gauge Height

f.S "

Teet No.

^

Depth tnt*rv»l

To(«) From(ft)

??.*'''"<'

V&,!>j

' n.?~-t'<J

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SLASL1NO i IOWCK IN«<NIIIt,

WT-IV-A 28 of 57

PACKER TEST LOG

1II1}

ToatMk.

< 0

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»ro)actNo.ocatlon

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WT-IV-A 29 of 57

DOUBLE PACKER TEST DETAILS

PROJECT NAME ^UtS 5HM*

PROJECT NJMBER | l c . ) o - f*->

LOCATION VJ'0^On lf\0^9+* Todi/i'Tj

S"S"

\. Nl. \or«» F«r Ja.

CORiNG /

PERSONNEL J u-i /C95

n.Tr 7//W97

HE'GHT OF GAJGE 5o^1

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WT-IV-A 30 of 57

SINGLE PACKER TEST DETAILS

i*^ *E;W "5 H I P

PROJECT HJU8C3 > £ I k

, r. L TV*LOCAT'Cs >-'!r*.r?n ' r1?

rno vr. / ana^r.

PERSONNEL C^

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WT-IV-A 31 of 57

SINGLE PACKER TEST DETAILS

PROJECT NAME

PROJECT NJMBER

LOCATION

t:^ s,t $ H

r~ 'IM

CORING / BORING

PERSONNEL

DATE _

THEIGHT OF GAUGE

IHEIGHT OF CASING

STICK IIP T\-A. w|y

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NOTES:

•LASLAND t >OUCX

WT-IV-A 32 of 57

DOUBLE PACKER TEST DETAILS

£CT H.wBE* - ' -£ °-~!

fac

MC,GMT

sT CF CAVS3 i ,-.c* OP 2.95 »fi

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KASULNOk&cs«tj«. r c.

WT-IV-A 33 of 57

DOUBLE PACKER TEST DETAILS

P R O J E C T Dl Wrv.l

NJMBER / '^ /£>.

LOCATION

Jiii£ C O R I N G

PERSONNEL

D A T E

HE.GHT OFUP

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\ \X P A C K E R -

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DEPTH a S

THE'CHT OF GAJGE O- Q

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TEST

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WT-IV-A 34 of 57

SINGLE PACKER TEST DETAILS

NAMpn3>>.o<!yT

PRC-ECT NJMBE*

p .PE?SCN*EL

HEIGHT OF C4$IS5Sr.CK UP

0 !

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WT-IV-A 35 of 57

SINGLE PACKER TEST DETAILS

PROJECT _SH | .P

PROJECT NJMBER

LOCATION L

'2. /D-A-'

CORING

PERSONNEL

DATE

THEIGHT OF GAUGE

HEIGHT OF CASING,/ 'STiCK UP 2-T5 **

O • \ o

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V

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NOTES'

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KASLAND » IOUCKENGINEERS. P.C.

WT-IV-A 36 of 57

Cj-^-^J:-v

Project TH

Projtct No

Location

1.1

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PACKER '

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WT- iV -A 37 of 5? »oucv iHoiNrirs. r c

PACKER TEST LOG

J11I,f

Teat No.

•j^tSJ-

f Sx

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h* LU

Uou

U-v,

'reject Tit

>roject No

.ocatlon

Jorlng No.

»ersonnel

Depth

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WT-IV-A 38 of 57 iULJULXD » »OUC( IHOmllBL f

\

PACKER TEST LOG

1f11.f

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WT-IV-A 39 of 5

r.^-e^ >PACKER TEST LOG

Project Title

Project Mo. \V.x-\v:-^\

Location

Borlno No.

.Peraonnel

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Boring Dlameter(2rL

zzzzmz— Casing Height

Gauge Height

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WT-IV-A HO of 57

PACKER TEST LOG

Project

Project MO-Location

Boring No.

.Paraonne)!

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Qauga Halght

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To(n) Fro«(rt)

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KT-IV-A u: of 57 IOUCK iHoiNf in. F c

DOUBLE PACKER TEST DETAILS

PROJECT

*PROJECT NJMBER

'.Vs. SM/P CORING / ~~TLj/[Jo<l

PERSONNEL -*:

tlttlblDATE

HEIGHTUF

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WT-IV-A 42 of 57

SINGLE PACKER TEST DETAILS

NAME

PROJECT NJUBER

LOCATION

CORING / BO'

PERSONNEL

DATE _

T/Tv •—•J

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ft BOUCKGK5.SCIK

SINGLE PACKER TEST DETAILS

PROJECT MAMF 6H P

PROJECT NUMBER

LOCATION ThorrYyOr J-Lcilij-fr.

CORING / BORING

PERSC

DATE .

B"

HEIGHT OF CASING ,STICK HP Z.'jV .,

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WT-IV-A o' 57

PACKER TEST LOG

5*rcp Test Date

111.1

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Project

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WT-IV-A 46 of 57 i tOUCIC tNOrNCf n. f C

PACKER TEST LOG

11t1t

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WT-IV-A «i7 of 57

PROJECT

PROJECT NJMBE1

DOUBLE PACKER TEST DETAILS

kVto . 5Hl<r Sftl I7 ; CORING / BORING ftlld'T . \

lb.2.' PERSONNEL

DATE

THE'GHT OF GAJGE

f<9 o-X

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WT-IV-A 48 of 57

SINGLE PACKER TEST DETAILS

NAME

PROJECT NJUBER

LOCATiQ*! lj .A«;fa

AllJ'T .-

PERSONNEL

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WT-IV-A* a9 o' 57

SINGLE PACKER TEST DETAILS

PROJECT SfffS ^H I ?

PROJECT NJMBER . ' /C . /D-Z /

CORING / l\>"r

PERSONNEL ^-•>..->

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HE'GHT OF GAUGE^ T o 7 ^HEIGHT OF CASING T-,—,'

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WT-IV-A 50 of 57

SINGLE PACKER TEST DETAILS

PROJECT

PROJECT

LOCATION U '/' ' "?

5ilfs ^M CORING / BORING.

PERSONNEL L'->•

DATE .

. 5

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WT- 'V-A

SINGLE PACKER TEST DETAILS

PROJECT Sn\fPROJECT NJMBER

LOCATION .tV'O'V .^s T3 '~ '•'":'

CORING / BORING Jl

PERSONNEL CS^

DATE .

IHEIGHT Or G A J G E

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WT-IV-A 52 of 57

PACKER TEST LOG

Pra|e,et THU ft\icr_.rt«t~'- . S»«XC

Pro^et Ma. 1113- )G-"3 l

Location VjO , «» t., ~~vj^c.>.

paring Ma. Js^v^j — ~~\

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* Te»t Date yes — \-a-<2 V

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W T - f V - A 53 o' 5-

PACKER TEST LOG

1.1

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vu

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Project Tit

Project NoLocation

Boring No.

'ersonnel

l«-\?\... xW- SHTPO

Test Oat«Boring 01

• /o- \ -a -e +•ameter(2r) S ta

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WT-IV-A 54 of 57ILA5LAND 4 IOUCK INCINflK. ' C.

SINGLE PACKER TEST DETAILS

PROJECT CORING / B O R I N G . . \

PROJECT NJMB1R

LOCATION VJ-<V>r* DATE ?/33/^

OF

• '\

\WATER TAB_E

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"^ i • £* iPROJECT NAMF li & • . «^' J< K>S K I

PROJECT NJMBPF .'!?.' b .?J

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WT-IV-A 56 of 5'

PACKER TEST LOG

1111

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WT-IV-A 57 of 57 •ULTJIVO « IOUCV IMCIHCIK. * C

. In-Situ Permeability Test Logs

,T -35

PERSOW

TIME

o

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WT-IV-B 2 of 6

.r,iA,-3

PERSONf

TIME

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WT-IV-B 3 of 6

IW-ST

IN SITU PERMEABILITY TESTPFRSONNFl POO WFATHFR flixLKAsV qiTF ^ T niTFakkl

TIME

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INOINIIK.

WT-IV-C 11 of 11

WINSTON THOMAS FACILITYSUPPLEMENTAL HYDROCEOLOCIC INVESTIGATION

QUARTERLY GROUND-WATER SAMPLING SCHEDULE

Sample Event 1 March 9, 10, 11, 1988Sample Event 2 The Week of June 6, 1988Sample Event 3 The Week of September 5. 1988Sample Event 1 The Week of December 5, 1988

WT-V 1 of

VI. CHANCES/ADDITIONS TO SUPPLEMENTAL HYDROCEOLOCICINVESTIGATION PLAN

ADDITIONS/CHANCES

SUPPLEMENTAL HYDROCEOLOCIC INVESTIGATION PLANWINSTON THOMAS FACILITY

Additions/changes to the Supplemental Hydrogeologic Investigation Plan byPhase 2 Task are listed below. The task number and work activity stated inthe Supplemental Plan are listed on the left and the additions or changes arelisted on the right.

Task/Work Activity in the Plan Additions/Changes

A.

1.

2.

Task 2.1 - Continuous Soil Test Boring/Rock Coring

Five of the eight proposed monitoring welllocations will be sampled continuouslythrough soils and bedrock to anapproximate depth of 60 feet or to the topof the Borden Croup (Note: Theboring/coring depth was modified in thePhase 1 Progress Report [January 1987] tobe 25 to 30 feet into the aquifer).

Boring/corings will be drilled according toASTM Standards and Protocols provided inAppendices A and B of the SupplementalPlan. An on-site geologist will log the soiland rock.

Install temporary surface casing, ifnecessary.

Gamma ray logging.

Packer testing, one test per well oradditional tests at potential flow zones.

a. Rock core depthsaveraged approximately47 feet.

b. One additionalcontinuous rock corewas sampled at thelocation of Well MW-3D.

c. One additionalcontinuous soil boringlocation was splitspoon sampled at thelocation of Well MW-3S.(Note: Thismodification was statedin the Phase 1 ProgressReport, January 1987).

a. Rock core featuressymbols andabbreviations weremodified from thosepresented in theSupplemental Plan (seeSection WT-IIA forsymbols /abbreviationsutilized).

a. Permanent surfacecasing was installed toprevent overburdencollapse.

a. Completed perSupplemental Plan.

a. Additional packer testswere performed (seeSection WT-IV-A).

1 of 3 5 / 9 / 8 8

Task/Work Activity in the Plan Add itions / Changes

6. Water level monitoring (3 rounds in 30days).

7. Assessment of soil /rock test data andground-water elevations.

B.

1.

2.

C.

1.

Task 2.2A - Monitoring Well Installation/Rock

Install eight monitoring wells, either byreaming of any coreholes to 5-5/8 inchdiameter, or by air rotary drilling atproposed monitoring well locations.

Gamma ray and caliper log any newmonitoring well locations not at the locationof a corehole.

Task 2.2B - Monitoring Well Installation/Soil

Well installation in water bearingunconsolidated deposits.

a. Completed perSupplemental Plan.

A preliminary evaluationwas conducted to determineif there should be anychanges to theSupplemental HydrogeologicInvestigation Plan. On thebasis of this evaluation,the following workactivities were alsocompleted:

a. Survey of two waterlevel measuring pointsto be used as gaugingstations in Clear Creek.

b. Installation of oneadditional corehole andthe construction of thiscorehole into a deepcased monitoring well.Well MW-3D.

c. Installation of twointermediate-casedbedrock wells. WellsMW-51 and MW-31.

d. Relocation of one of thetwo remaining bedrockwells. Well MW-7.

a. Completed perSupplemental Plan andadded 2 additionalwells. Wells MW-51 andMW-31.

a. Completed perSupplemental Plan.

a. One well installed. WellMW-3S.

2 of 3 5/9 /88

Task/Work Activity in the Plan Additions/Changes

D. Tasks not specified in Supplemental Plan. a. Additional water levelmonitoring wasconducted after allPhase 2 wells wereinstalled.

b. Packer testing wasperformed at welllocations not previouslycored.

c. In-situ permeabilitytesting was performedin cased monitoringwells.

3 of 3 5 / 9 / 8 8

Bennett's Dump

DATA TRANSMITTAL

BENNETT'S DUMP

WESTINCHOUSE ENVIRONMENTAL SERVICESWALTZ MILL SITE. PENNSYLVANIA

MAY 1988

BLASLAND 6 BOUCK ENGINEERS, P.C.5793 WIDEWATERS PARKWAYSYRACUSE. NEW YORK 13214

TABLE OF CONTENTS

SITE PLAN

II. SOIL BORING, ROCK CORING, MONITORINGWELL INSTALLATION DATA

A. Boring/Coring LogsB. Monitoring Well Specifications Table

III. GEOPHYSICAL DATA

A. Gamma Ray LogsB. Caliper Logs

IV. HYDROGEOLOGIC DATA

A. Packer Test Logs and Configuration FormsB. In-Situ Permeability Test LogsC. Water Level Records

V. GROUND-WATER SAMPLING SCHEDULE

VI. CHANGES/ADDITIONS TO SUPPLEMENTAL HYDROGEOLOGICINVESTIGATION PLAN

V BORING, CORING AND MONITORING WELL NOMENCLATUREBENNETT'S DUMP

SUPPLEMENTAL HYDROGEOLOGIC INVESTIGATION PLAN

The locations of the monitoring wells installed during the Phase 2, Site

Investigations are presented on the proceeding figure depicting the Bennett's

Dump Site. All monitoring wells are designated by the prefix "MW-" followed

by a number designating a location. The location numbers may be followed

by one of the letters listed below:

D - Indicating a deep cased bedrock well.

^, i - Indicating an intermediate in depth cased bedrock well.

S - Indicating a shallow PVC-cased overburden well.

If no letter follows the location number, then the well is an open-hole

bedrock well./V ••"''

The prefix "B-" followed by a number indicates a soil test boring at the

location designated by the number. The prefix "C-" followed by a number

indicates a rock coring at the location designated by the number. At most

locations the sequence of drilling activities began with a soil boring. A rock%*

coring was drilled next and finally the corehole was reamed to construct an

open-hole or deep-cased bedrock monitoring well. Therefore, for example at

Location 1, the soil test boring would be designated as B-1, the rock coring

as C-1 and the open-hole monitoring well MW-1. Continuing with this

example, if casing was installed at Location 1 to construct a monitoring well,

it would be designated as MW-1D. Any intermediate bedrock and shallow

overburden wells, if installed would be drilled at adjacent locations and

designated as MW-li and MW-1S. If no soil test boring or rock coring was

installed, the well at Location 1 would be designated as MW-1 if open-hole or

"'"•' MW-1D, if cased. In t'nis instance, no reference to B-1 or C-1 would be

occur.

1 of 2 5 / 9 / 8 8

Throughout this Data Transmittal, locations designated by a number have

different prefixes attached to them. In summary, with respect to the

Bennett's Dump Site:

1. B-1. C-1 and MW-1 refer to the same location.

2. B-2. C-2 and MW-2 refer to the same location.

3. B-3. C-3 and MW-3 refer to the same location.

<J. B-fl, C-Q and MW-ft refer to the same location.

5. B-5. C-5 and MW-5 refer to the same location.

6. MW-6D refers to a cased bedrock well where no soil test boring or

rock coring was installed.

7. MW-6i is a cased monitoring well located immediately adjacent to

MW-6D.

2 of 2 5 / 9 / 8 8

II. SOIL BORING, ROCK CORING, MONITORING WELLINSTALLATION DATA

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B. Monitoring Well Specifications Table

HOMIKMINC MIL OfIAI11MNMM'S DUMP

MUOMINGION, INDIMM

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*.?V-*r Cray llnt-Itnn*

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I ,.f- I -

TABLE (Continued)

lop of Depth of

Protective Protective Protective Screen GravelCasing Ground rasing In Boring Well Borehole Well Casing Type of Interval Pack Grout

Well Elevation Elevation Subsurface Depth Depth Diameter Diameter Diameter Construe- Elevation Elevation IntervalNo. (ft.) (ft.) (ft.) (ft.) (ft.) (inches) (Inches) (Inches) tion (ft.) (ft.) (ft.)

11-* 73i.80' 730.0' 12.0' llO.O1 <lO.O' 5-5/8" 5-5/8" 6 ID Open N/A N/A 0-12 9!

Bentonite

Seal Elev. General

(ft.) Geologic Log

N/A 0-*' Red Brown Silt*'-6' Yellowish-Red

Silty Clay6'-6.5' White Lime-

stone6.5'-7' Ho RecoveryT-W Cray-BrownLimestone

MW-5

M*-6i

HW-60

727.61 '

712.06'

731.99'

727 .7 '

732.1'

732.0'

15.0'

1.21

13.5'

18.0' 16.0'

ill.5'

5-5/8"

5-5/8"

5-5/8"

5-5/8"

2.0"

2.0"

6 ID Open N/A N/A 0-15 gl N/A 0-1.*' Gravel F i l lI.I'-J.O* Black SiltJ.O'-B.O1 Brown-RedHud

8.5' Rock Weathered

9.0'

10.0'-»5.0' Cray-Brown

Limestone

6 ID Screened 72*.1'-71*.1• 725.8'-71*.1• 0-* gl 728.1'-725.8'

6 ID Screened 707.5*'-697.*' 710.8'-697.*' 0-19.2 gl 712.8'-710.8' 7.0'-16.8« Olive Cray

Limestone36.8'-36.9' Black Shale36.9'-*1.5' Cray Lime-

stone

BD-II-B 2 Of 2

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DOUBLE PACKER TEST DETAILS

PROJECT NAME /2>/it>M(r*ron • £><

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SINGLE PACKER TEST DETAILS

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PACKER TEST LOG

Project Till*Project No.

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BD-IV-A 13 of 29

PACKER TEST LOG

Tett Dlte

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BO-;V-A '^ of 29i »owec

PACKER TEST LOG

Project Title

Project No. \

Location

T««t n.t.

Borlno Dlam«ter(2r)

Boring No.

.Personnel

i~_$*_ Casing

Gauge Height

T««t Na.

"S

Dtpth Interval

To(ft) From(fi)

il.H'J "iJ

D«pth to.WaUrTkbl*

H.1-6VJ

Htlght OfQ«u8»(n)

4.?;ij

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BD-IV-A 15 of 29 tLXIULMB t tCXJCt

DOUBLE PACKER TEST DETAILS

. .MBE« 112./6.II PERSONNEL,_ TJ t-J

\

\

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WATER TAB.E

P E « » J C « » A - E : <• «>E

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B D - I V - A 16 of i9•* - -

MJLSLAlfS » »OUCB

DOUBLE PACKER TEST DETAILS

NAME _[

PROJECT NUMBER

LOCATION £*""<

..!.... Si-U 5H) P CORING / BORING *-•*•! £"*/

PERSONNEL

DATE 1

HEIGHT OF GAUGE

HEIGHT OF CASINGSTir* UP -S ,/

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BD-IV-A 17 of 29

PACKER TEST LOG

pfL

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BD-IV-A 18 of 29love*

f 4,PACKER TEST LOG

ppL

B

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ro)*ct Tltlroj»ct No.ocatlon

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BD-IV-A 19 of 29

PACKER TEST LOG

ProHct Trtto

Projtct No.Location ~~

Boring No.Paraonnol

*iH \ V

xv^ -\^_-3L~

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BD-IV-A 20 of 29

SINGLE

PRttJFCT NAMF Ijl0t>v^ fot ' ^lW

PBO.JFCT NllURFR I 1 2. | O . U-l

i or AT ION fifniO&rK |ja_i*->\^>

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TABLE

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BD-IV-A 21 of 29

SINGLE PACKER TEST DETAILS

PROJECT

15

, OCATift-

'M- NG / BORSNG.

It- 1

DATE

THE-GHT QC SAJSE _

HEIGHT OF CASING

STICK UP £»*« jJ«t»jt

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BD-IV-A 22 of 29

PACKER TEST LOG

ffII

.F

Teat No,

\

-a

»roject Tit

'reject No..ocatlon

Soring No.'ersonnel

Depth

To(rt)

H^ij

^5j

• \'f \fJc \*^\ rA-r v\ Sr(\^

o x

v*-^ < NX*. >•**• -c \\,* *. \r> •*» v*- v^

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Interval

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BD-IV-A 23 of 29

SINGLE PACKER TEST DETAILS

M A M F -SH

1/2. f5. < J

ME>GHT OF CASiSG

\\ T0/

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\/ PAC«E«

\PEPPORATED P.PE

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PACKED

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BD-IV-A 2« of 29

DOUBLE PACKER TEST DETAILS

PROJECT NAUE /J/cD(wrWian i>>V'i S'Hl P

PROJECT NJM8ER

LOCATION (W-/1/

CORING

PERSONNEL

r iAir /0/2J/&

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TABwE

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TEST

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BD-IV-A 25 of 29

DOUBLE PACKER TEST DETAILS

PHOJCCT - ' ? ' , _ PEftSCNNEL T/-T

IO/22/B1

HCiCHT Of C*$i*6STiCK u

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BD-IV-A 26 of 23

PACKER TEST LOG/*•

F

FL

E.F

Teat No.

I

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BD-IV-A 27 of 29

PACKER TEST LOG

fI1f

T.alMa.

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BD-IV-A 28 of 29•UUUMC t *ove*

PACKER TEST LOG

Project Title

Project No._Location

<:\\\7* Test P«t«

.Boring Dlameter(2rLu

Boring No..Personnel

ov^^> Caalng Height

— C Gauge Height.

.c\Hx..

1

Test No.

"5

1

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^\\ai Q. XJ]

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BD-IV-A 29 of 29• UJULND t »<XIC* IM»IH||r

PERSONr

TIME

o

IN SITU PERMEABILITY TEST^Fl r) Lm ) / \ w& ^FAT^FR ^f^C^T*' ITF D^f} nATFPA/f?

ELAPSED TIME

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2^ser

Y? ^cr

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lio^f\ \01

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"W?t"w*«u^l>

*! />/?-H- -O.S' ^ O.V - BD-IV-B 1 of 3

PERSONf

TIME

IN SITU PERMEABILITY TESTJFI ~L5 /fOO WFATHFR C/JLr/v STTP P)D nATF /-2/9&

I

ELAPSED TIME

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BD-IV-B 2 of 3

Mk)-bQ

PERSONf

TIME

O

3:1 0pm

IN SITU PERMEABILITY TEST^\^L.y/POO WpATHFR P-Hv CUv SITF 13O HATF «A? fa

ELAPSED TIME

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51 stc5? sec

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WATERLEVEL ELEV.

owrt^ill. i _ £ v t w

Q*L.O« 6/TOt//V^

ic.' . 73' BD-IV-B 3 of 3

WATER LEVEL RECORDS Job Titto 6/»fl~...r/3. 'Job No. /is-/*-*'

Wall No.

(natal. Date,

Location

Fm. Scraanad

Stickup

Well Dlam

Wall Material 4

Casing Eiev

« « f <«.*.'«.*«» I7.S-' Weil Depth _f£££l

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BD-IV-C 1 of 7

HASUNO ftMMNUM, P

WATER LEVEL RECORDS JobTttte 5'^

Sheet _i_ef

Wai NO. - 2

InataL Date

Location

Fm. ScraanadSttekup

Wall Olam.

Wai Matertal_^-_ i

Casing Elev—

Ground Elav.

u-J* 1^ »

bT lOc

Wai Dapth

Scraan Length 2~.

Scraan Slot '

Dat*

8-9-?-)

.-< T

Stickup

0

Depth

- /

WaterDepth

WaterElev.

73 C -««/

Comments

r ••<

By

NQTES:

BD-IV-C 2 of 7

4V >Otff IT

w/

Wall No.

Inatal. Di

Location

Wall Mai

Casing E

Ground !

Date

< 3 - 4 - 9 l

«.vv,

<z-23-<n

9-??-V7

c,_«,_7 1

<?-

O'ER LEVEL RECOF

»te ~ ? - 3 " b - 8 7

tarial S-(-^P 1 p^c. '., ^0^,LL

ilav. ln. Toe^i ^ ^ JT ^. •»|O\1 / J "7 f^ y^ ¥• IV V. / -* • L. w C^*

^

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3M1~

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^..^-x

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3.M1-3C

2.^^

Depth

V / . Q . "

^

Hl.OcJ

. °

m-iuJt

WaterDepth

70-1^

13STO,

7-Sii^

'7- Sfo Tor

7.72TOC.

l.l^Toc

^DS

Fm. 8cr

Stlckup

Wall Dli

Wall De

Screen

Screen

WaterElev.

7ZM1

•fco.y/

17 0,17

720.1 3

7M.T-7

Il1.9(.

Job TltUJob No.Sheet.

aanad „ L

im. ^

pth ^

Length

Slot

Coi

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1 / 51 ?^ T[

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3p»*L.i.i

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BD-IV-C 3 of 7

•L4SLANO t lOOCK

WATER LEVEL RECORDS

Wtl No.

btataL Data.

Location '.

Wai

Casing Elov

Ground Elav.

JobTttteJob No.

Fm. Scrtanad 'Stickup - *

Wan Diam..

Wall Dapth

Scraan Langth

Screen Slot

0«t«

7-01 -Si

<?---%!

9-/0-?7

- - Z 2 -1 1

}-o-<n

r •£-*•>

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_r

3^

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- ^T

3 7^

^ b*.

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W ^ S

_

_

VO V5'

w«t«rDepth

-n=.v

8-^iToc

«-iaTX.

*-i2^0t

^.WSTQd

Wat«rEtov.

7 2 3 . 3B

-

7 7 ? . f ?

-?:° Vi

172 »"'?

7?l ?5

Comments

~ ai*— r*. -- _ • ».7T«—

^.a2?i« ?r^**i«. -t«>

r

f 3S A^

~s * "

By

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BD-IV-C a of

WATER LEVEL RECORDS Title

Job No. U 9 - 1Sheet _!_ of _!

Well No.

(natal. Date,

Location

Fm. ScrtenadStickup LI

Well Material.Casing Elev..Ground Elev.

^.L, Qa,\U«Well Diam..

Well Depth

£ '

Screen LengthScreen Slot

Tic

NQTES:

Date

//-S-1*!

Stickup

/u/.

W«llDepth

</5.o'

W«t«rDepth

5.io«.0a

WaterElav.

122-40

Comments By

u*

BD-IV-C 5 of 7

MAIIANO ft lOWCVMWNUB, P.C

WATER LEVEL RECORDSJob THte ^ooJ..vr-1-o, S.'-f«

Ma M3- /S -Z I

WalNo,

total. Data.

Location __j

Wai

Fm. Scratnad __LStlckup mWell Dlam.

?vc Wan Dapth

Casing Ekv. 7-32,-cx,

Ground Etev. ^^? \p

Scraan Langth

Scraan SlotHi.

NQTES:

8D-IV-C 6 of ?

Oat*

.i-»-*i

|^^ » T • •

Stfekup

wA

-//Ar

'

D th

n.^

T

Wat*rDepth

5.07^Y-SST*.

WaterEl*v.

727.^1

ia 7 ?/

Comment* By

«^

WATER LEVEL RECORDS Job TltlaJob No.8haat_l_of.

Well No.

Inatal. Date.

Location _J

Well MaterialJiie*

Casing Elev ~2

Ground Elev.\ \ £ U v .

Fm. Screened _

Stlckup M/A

WellDlam.

Well Depth

Screen Length _

Screen Slot

^^ i*ifs riat

r I -.j V

• Of(JTic

Date

/ l-S-*7

1-2-1-1)7

Stlckup

M /A

X//A

W«llD«pth

3M.t4/J

^<.-)i<^0

Wat«rDepth

^•«/V(?3

VVfeP0

WatarElav.

1QT.53

7 2 S . f e ^

Comments

n:io^^

By

tx**

iLl

NQTES:

BD-IV-C 7 of 7

•LASLANO « iOOCK

BENNETT'S DUMPSUPPLEMENTAL HYDROCEOLOCIC INVESTIGATION

QUARTERLY GROUND-WATER SAMPLING SCHEDULE

Sample Event 1Sample Event 2Sample Event 3Sample Event 4

March 8, 9, 1988The Week of June 6, 1988The Week of September 5, 1988The Week of December 5, 1988

BD-V 1 of 1

VI. CHANCES/ADDITIONS TO SUPPLEMENTAL HYDROCEOLOCICINVESTIGATION PLAN

ADDITIONS/CHANCES

SUPPLEMENTAL HYDROCEOLOCIC INVESTIGATION PLANBENNETT'S DUMP

Additions/changes to the Supplemental Hydrogeologic Investigation Plan byPhase 2 Task are listed below. The task number and work activity stated inthe Supplemental Plan are listed on the left and the additions or changes arelisted on the right.

Task/Work Activity in the Plan Additions/Changes

A.

1.

2.

3.

Task 2.1 - Continuous Soil Test Boring/Rock Coring

The four proposed monitoring well locationswill be sampled continuously through soilsand bedrock to an approximate depth of 80feet or to the top of the HarrodsburgLimestone Formation. (Note: Theboring/coring depth was modified in thePhase 1 Progress Report [January 1987] tobe to 25 to 30 feet into the aquifer).

Boring/corings will be drilled according toASTM Standards and Protocols provided inAppendices A and B of the SupplementalPlan. An on-site geologist will log the soiland rock.

Install temporary surface casing, ifnecessary.

4. Gamma ray logging.

5. Packer testing, one test per well oradditional tests at potential flow zone.

6. Water level monitoring (3 rounds in 30days).

a. Rock core depthsaverage approximately42 feet.

b. One additionalcontinuous rock corewas sampled at thelocation of Well MW-5 .

a. Rock core featuressymbols andabbreviations weremodified from thosepresented in theSupplemental Plan (seeSection BD-II-A forsymbols/abbreviationsutilized).

a. Permanent surfacecasing was installed toprevent overburdencollapse.

a. Completed perSupplemental Plan.

a. Additional packer testswere performed (seeSection BD-IV-A).

a. Completed perSupplemental Plan.

1 of 3 5 / 9 / 8 8

Task/Work Activity in the Plan Additions/Changes

D. Tasks not specified in Supplemental Plan. a. Additional water levelmonitoring wasconducted after allPhase 2 wells wereinstalled.

b. Packer testing wasperformed at welllocations not previouslycored.

c. In-situ permeabilitytesting was performedin cased monitoringwells.

3 of 3 5 /9 /88

Recommended