Westinghouse Advanced Industrial Systems Electric Corporation · Soil/Rock Classifications (SYR...
228
EPA Region 5 Records Ctr. 227912 0000051 Advanced Industrial Systems Westinghouse Electric Corporation BP-WP-CD-88-030 May 12, 1988 Director, Waste Management Division United States Environmental Protection Agency Region V 230 South Dearborn St. Chicago, IL 60604 Environmental Technology Division I! U^ JF lyluniil 5963-0 t U.S. crA, t^LArl.^ \ V WASTE r.'A\AGE:,.._.,• ^..;£!O OFFICE 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 document fulfills the requirements set forth in Task 2.3 of the Supplemental Hydrogeologic Investigation Plans, Winston Thomas Facility and Bennett's Dump, 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; and F. A description of any changes made to the Supplemental Hydrogeologic Investigation Plan. The Data Transmittal provided is divided into two sections, one for each of the two sites. These sections are further subdivided into the following 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; and VI. Changes/Additions to Supplemental Hydrogeologic Investigation Plan. * Should you have any questions regarding this document or the data contained therein, please contact Dan Switalski at 412-722-5708. Sincerely, Carl A. Anderson Bloomington Project Manager Enclosure CC: D. Switalski, J. Narkurias en ro
Transcript of Westinghouse Advanced Industrial Systems Electric Corporation · Soil/Rock Classifications (SYR...
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
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Drawn by
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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
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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
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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'
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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
0.0-4.B' Si l ly r i«y
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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
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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
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WT-IV-A 1 of 57
SINGLE PACKER TEST DETAILS
PROJECT NAME 5 H 1
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WT-1V-A 2 of 57
psc-ecr N.
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SINGLE PACKER TEST DETAILS
P R O J E C T SJ«* 5H
PROJECT N'JMBER
LOCATION \fJin*jyn
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WT-IV-A 4 of 57
PACKER TEST LOG
1111
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PACKER TEST LOG
Protect Tltl. SMTP
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WT-IV-A 6 of 57
PACKER TEST LOG
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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
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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
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WT-IV-A 9 of 57
SINGLE PACKER TEST DETAILS
NAME
PROJECT NUMBER
LOCATION \fJjl "T<».ci [(
COR'NG
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WT-IV-A 10 of 57
/ J 7
PACKER TEST LOG
1
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Project Tit
Project NoLocation
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la^\v« - .-.'tj. S*\Ti*4
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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.
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DOUBLE PACKER TEST DETAILS
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WT-IV-A 13 of 57
DOUBLE PACKER TEST DETAILS
PROJECT NAME 111" S.--U *m?
NJMBE* \l Z-
CORING
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TOF GAJGE
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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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WT-IV-A 15 of 57
SINGLE PACKER TEST DETAILS
PROJECT NAME SHIPPROJECT NUMBER lit
J/J.n$fo>1LOCATION ¥
CORING /
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DATE .
THEIGHT OF GAJGE
1HEIGHT OF CASIJJG '
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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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WT-IV-A 17 of 57
NAME
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WT-IV-A 18 of 57
.TS--
PACKER TEST LOG
Project Till* ~S\— .-.*-.-
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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
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Test No.
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le ^-V. -•-—•v,.- ^IPU"3 -\C -"2. \
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> /O-t-tt-r-
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"^S-^sV — 5--~V;~>
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To(ft) From(ft)
-*VQ
^ VIy
T^.c^gi)
vo.^,
Depth toWaterTable
«--s?'J.
<S.^q
Height °'Qsuge(n)
I.C'.!)d
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Qaug*Pressure
,0^,
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• Ight ^ . C ' f j O
1-
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Start Finish
TO6-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
TMtNa. Depth M«rv*l
Te(fO
0«ptt to
W«l«f
TableHeight •' Meter Reading
Start Flnlah
. Time
Start Finish
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/Ope, oo
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/c: oo
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c C C O
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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
^^•^.jj
^->>5J
~K.*J
Depth to
WaterTable
"V.\tJ
l-^1..?J
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^-J
3-C,9
QaueePreaew*
Vo 5 \
Oo-,S'i
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/07>si
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^Start Flntih
'S'AocIl
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•S'NoG^
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^^cG-a.N
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l^cw;'i.\
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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
-S.1,'^
Oepttt te.WaterTable
Hel0M ef
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^.Cj
'
£=.
^0 sv
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•a-v^ci
3S^^>-\
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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 ^ '
STICK IJP £. Tl »j>
0. • V . X o
\\ n /,/ ' DEPTH TO
/ -f- 1 WATER TABLE
V
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NOTES: p-&>h?vr"jj fafe A<t f^^'i
fV^ "P ^ K\ V. iii i *. '\ " ^VA \ /%<j / pnBiwft M ' -T_E, \^*o . \O-
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r
CEP'PAC
TEST
^
^ '^
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KCR V/^^ ^
\ ^
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\ ' ^ \
• NTPPVA, ^ '
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2.0 f>Sl } o~J 30 f*>(VC C= "^~S^- -(j C.vx-^ N-. ..J .
£ ~ ? / / J 8LASLANO 4 1OOCK
WT-IV-A 24 of 57
SINGLE PACKER TEST DETAILS
"" '
f-E«SC*N£t. 3 -*
T&£ [s'fj 9/27S?
H£iGHT OF -aSi»jfi 1
\
\
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s
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\
r .
\
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^ -\ f * » —* « - - - - - W \—XX .^.t
>OWCK
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
1HEIGHT OF CAS;NG_ / ..
snr.K UP £. 71 *,V
0 • x - ^ o
\
\ "I 7 1 ' OEPT_Ljtly WATER
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\ / \
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w
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"H T0 I L/ ' /KfR . I1". V*
\ ^
\ / x
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,„.» Wife' ^ X
/
\
WT-IV-A 26 of 57
PACKER TEST LOG
If1I
.F
TeatMft.
U
•reject Tit
»roject No..ocatlon
lorlng No.•ereormel
Depth
TeCfti
MS.IS,J
la \5\cu— . . . SdrP
/II-IG-'*!
^o,-o,^_ -rx— ~-~ ~
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Manral
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Hi'.ov/
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•5- Mlox
Height •'Oawg«(rti
••-^
Test Date
Boring Dla
Caving Hi
Gauge H«
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' psi
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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
-i- <s)
Depth to.W»t«rTable
^•H^»J
Height •'Qauoe(ft)
^-^sJ
Qau0ePreMure
/0P?i
110 5;
" .0 p.«s\
Utter Reeding
^aSBttrt Finish
lfe5\C.O
/e^5>.^
/657^./
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/tlSS-B
\SS^V."5
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/8£?/.8
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/ O*. OO
1 5": oo
"30: oo
SLASL1NO i IOWCK IN«<NIIIt,
WT-IV-A 28 of 57
PACKER TEST LOG
1II1}
ToatMk.
< 0
>ro)oct Tit
»ro)actNo.ocatlon
lorlng No.koraonn«l
D tti
T«Ol>
«W
!• ^I0:<w...e. -^ ^«L ?
1.0- - > v » - 2\
B--/TLT^
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6 8 Toe
Height •'
»-'W
T»»t DateBoring OilCasing Hi
Qauge H«
/
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30
r-jy--?7
im*t«r(9r) 1>
kl0M 2 7 S ' X /
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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
HEIGHT OF CASINGS T i C K UP <i.TO -/
O \ - ^ o
\
\ O t?? ' DEPTI C. Jt. WAfEa
x
V
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HOLE DIAMETER i_^_
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o . \ ~ '""~) c? x
/ \STEEL CAS.NG DEPTH (b.^.J/
•H TO ,/v ' /KPR /C/CJ-TOC
\
\ / X
^- BEDROCK -.
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,
^ \
NOTESG
.
Q 2A f--SSt>r« §owc«W9IKII8V ^ C.
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^
;MT OFSTICK >
1
C? i
\DEPTH TC -
A~E3 TA3.E
\ \
C«£ -^
P.PE
GAMETE^
DEPTH
-T—OF SAJGE
I
-ST££L CAS.1
~H TOPACKER _
\
\: ~EST :f
or rj&i i- -^-
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\
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MASLAND \ KDWCKBlGlNilK. P C-
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
O • ^ • o
\
\ .-) , £ DEPT1 >£? WATER-roc
T
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x ^ \
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35 <'
^ x \
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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9T
GMT OF GAjGE —
. x
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DEPTH TO .,/^X
\
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O( ^ K -s
'Ol ! TEST !f.T£9VAL
7i -0 Tot X
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
\
' OEPTH T0WATER TABLE
\ \X P A C K E R -
\
PACKER »
HOLE
DEPTH a S
THE'CHT OF GAJGE O- Q
cr
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\
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TEST
^
'
31-o'^X X
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~~
^KJLSLAKO » tOUCXCNOUif £K, f C
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 !
\\ /nrxi' CEPTH TO
Ir.tu WATER-roc
\ \/ PACKt^ -i
\
T-HE'GHT Of GAJSE J'V <*-
TO
\
\
\-v
} \PERFORATED P Pt
wE «
/
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-- ». V~^
iO«C«
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
\
\ (~>£n DEPTl{--3 WATERTOC.
V
\ /
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\ /\ ^^
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\
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TEST
1
O \ '""^ £? X
J
'H T0 ?4 /O /KFR -'O-^^S
\
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3^^P \
^- BEDROCK -x
\ ^ \
JNTFRVAI, / r S _
X
\ \_55.«SJ
NOTES'
\— «Si
KASLAND » IOUCKENGINEERS. P.C.
WT-IV-A 36 of 57
Cj-^-^J:-v
Project TH
Projtct No
Location
1.1
TaatNa.
\J~
^u
^<v
H^
S^L
fi
loring No.
'•rsonnol
Oaptti
ToClO
v'-T-c-C >
vV
V^V^c
~^W
^ \%-.cc
•av^*
•x.^>
PACKER '
U ^W v\*— 5riTP4
\\-i- \ 6— -^\
^^-* V>,_-^>S»>V . \ \~X_N_~ -*-^
,-c; . £ - $ -^.-r<-<:s J-S-VT^-
Marval
FraM(ft)
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vc,x
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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
• rr
h* LU
Uou
U-v,
'reject Tit
>roject No
.ocatlon
Jorlng No.
»ersonnel
Depth
To(ft)
^XW
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^
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j
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^
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«;.0.,
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PACKER TEST LOG
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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
-SMTP Test Date
Boring Dlameter(2rL
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Gauge Height
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WT-IV-A HO of 57
PACKER TEST LOG
Project
Project MO-Location
Boring No.
.Paraonne)!
Boring Dlamatar(2ri
Casing Halght
Qauga Halght
TMt NOL Depth M*rv«l
To(n) Fro«(rt)
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AO
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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
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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
M£>GMT oc CAS
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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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taring No.>er*onnel
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\ \^ - \ C, — Ti \
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Project
Project No.Location
Boring No.
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S>AT? rest Date.
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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 .-
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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 ^-•>..->
/0//2/8?DATE
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
HEIGHT Of GAu
G^T OF CASAS-'CK ::P /
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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
Borlng OlametaK2r) S "'fc- ~x Caalna Height \ . 1- *V -. 5!
Q«uge Height ^ - <O c.i
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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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f
Project Tit
Project NoLocation
Boring No.
'ersonnel
l«-\?\... xW- SHTPO
Test Oat«Boring 01
• /o- \ -a -e +•ameter(2r) S ta
V^Jx,^-^^.^ -\-Vr.^cOi, Caalna Helaht \.rV"^N «..Q.
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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
\
T—HE:GnT OF GAJGE ~'
PE"»SC«ATES P PE
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SINGLE PACKER TEST DETAILS
"^ 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
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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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Soil/Rock Classifications
(SYR 1/7) Color of soils using Munsell ColorChart(5GY fM) Color of rock t.slnq GeologicalSociety of American Rock Color Charts
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B. Monitoring Well Specifications Table
HOMIKMINC MIL OfIAI11MNMM'S DUMP
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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"
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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
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SINGLE PACKER TEST DETAILS
COMING
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SINGLE PACKER TEST DETAILS
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f ~J? •LASIANO* (OUCK
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PACKER TEST LOG
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PACKER TEST LOG
Projoct Tttto
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DOUBLE PACKER TEST DETAILS
PROJECT NAME /2>/it>M(r*ron • £><
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SINGLE PACKER TEST DETAILS
PRC.EC'
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PERSONNEL
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PACKER TEST LOG
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PACKER TEST LOGt> \o«—*
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PACKER TEST LOG
Project Till*Project No.
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BD-IV-A '2 of 29
^y-MASIAMC » IOVO
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DOUBLE PACKER TEST DETAILS
PROJECT N A M E
PROJECT
LOCATION
D Silos 5HIP CORING / BORING. /3~3
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HEIGHT OF GAJGE
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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.
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Dtpth Interval
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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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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
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BD-IV-A 18 of 29love*
f 4,PACKER TEST LOG
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BD-IV-A 19 of 29
PACKER TEST LOG
ProHct Trtto
Projtct No.Location ~~
Boring No.Paraonnol
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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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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,
\
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'reject No..ocatlon
Soring No.'ersonnel
Depth
To(rt)
H^ij
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-a.c:.
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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/
ifli.3 WATER TABi.E
\/ PAC«E«
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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/&
9
HEIGHT OF CASINGSTICK UP frufi *«/*yo«f«
\\ ~ DEPTH TO
TABwE
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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
x
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BD-IV-A 26 of 23
PACKER TEST LOG/*•
F
FL
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Teat No.
I
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Te»t DateBoring Dla
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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.
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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
J5ser
2^ser
Y? ^cr
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WATERLEVEL ELEV.
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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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WATERLEVEL ELEV
BD-IV-B 2 of 3
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TIME
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IN SITU PERMEABILITY TEST^\^L.y/POO WpATHFR P-Hv CUv SITF 13O HATF «A? fa
ELAPSED TIME
~^( 3LC
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51 stc5? sec
/:o?C^i;wi:34
i.^r^.'033:11a;^?3.^$"•7:50q;sts:«6.^/1:30Wo9:30
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A WATER LEVLu
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WATERLEVEL ELEV.
owrt^ill. i _ £ v t w
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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
USAI&.I*- Screen Length Qj>«
Ground Elev. _ T3i.so'.«l Screen Slot A/ /A1
Dat« StickupD«pth
Water0«pth
W«t»rEl«v.
Comm«nt8 By
tf lo -AC LI 7 24,.
73V. i Yrtor O*t.t*r f-.~
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»- • *• 1 ^ *
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NQTES:
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^*
^
Stlckup
3M1~
x ^^
^..^-x
J-^^'OC
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
. ->
J.'^-"i^ V
1 / 51 ?^ T[
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of
.s1!
V / . Q /
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 •£-*•>
Stickup
_r
3^
5.«6-S'
- ^T
3 7^
^ b*.
W*l0«pth
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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T^I
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NQTES:
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
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