OxyChemDecember 9, 1992
Thomas A. KovacicWoodward-Clyde Consultants32111 Aurora RoadSolon, Ohio 44139
Subject: Fields Brook Site - Boring Logs on Occidental Property
Dear Tom:
At the meeting with the USEPA and the Ohio EPA on November 17, 1992, the agencies askedus to provide those logs which they did not have of the borings on Occidental's property inAshtabula. Specifically, they asked for the logs of soil borings B8-B50 and monitoring wellsMW12-MW22. In response to that request, I have decided to provide the logs of everymonitoring well or boring installed on Occidental's property, with one exception, in order toavoid confusion regarding whether WCC and the agencies do indeed have all available logs.The exception is piezometer FBMW2D, installed as part of the SCOU Phase O investigation.In addition, I am including all available well construction details. These documents areenclosed.
With regards to the documents, you will notice that:
a) the information is grouped by the author (WCC, IT and Canonic), since theauthors use slightly different nomenclatures in their log descriptions. Thefollowing may be considered a summary index of the documents:
By WCC:
Boring logs and well construction details of monitoring wellsMW1-MW6,
Boring logs of soil borings P1-P13 and B1-B8;
By IT Corp.:
Boring logs and well construction details of monitoring wellsMW1A, 3A, 4A, 7, 7A, 8, 8A, 9, 9A, 10, and 11,
Well construction details only of monitoring wells MW12, 12A,13, 13A, 14, 15, and 16,
________Boring logs of soil borings P14-P33;_______________________
Occidental Chemical CorporationCorporate Environmental AffairsOccidental Chemical Center360 Rainbow Boulevard South. P.O Box 728, Niagara Falls. NY 14302-0728716/286-3000
OxyChemDecember 9, 1992Page 2
By Canonic:
Boring logs and well construction details of monitoring wellsMW17-MW21,
Boring logs of soil borings B34-B53.
There is no monitoring well MW22. Any references to MW22 arein error and should be references to MW21.
b) the soil borings are actually numbered B1-B7, P1-P33 and B34-B53. Thelocations of these borings are shown in the attached Drawing # 88-085-E123.
c) the locations of the monitoring wells are shown on Figures 5.2.8-1A and -IB ofthe report "Source Control Operable Unit, RI Report, Fields Brook Site,Ashtabula, Ohio, Volume 2", September, 1992, by WCC. The locations of soilborings B1-B7 and P1-P33 are also shown on these figures. (I have just realizedthat the reason that soil borings B34-B53 are not included as well is that theirexistence was until very recently unknown to all except Canonic, who had theonly copies of them.)
d) although there are well construction details for the boring logs of monitoringwells MW12-MW16, there are no boring logs for these wells. The reason forthis omission is given in the report "Phase n - Study of Site Hydrology andTreatment of Process water and Storm Water, Ashtabula Plant, OccidentalChemical Corporation, Ashtabula, Ohio", December 1987, by IT Corp.. (Iunderstand from a recent conversation with you that this report has not beensubmitted to the agencies with previous Source Control submissions. However,this report, and WCC's March, 1986, hydrogeological assessement of the facility,were submitted by OCC to the agencies as part of information submissionsregarding the investigations and remedial activities undertaken at the facility. Italso appears from comments by Ed Hanlon and Karla Auker that they are familiarwith these reports.) The IT report states on page 3-4 that "A soil samplingprogram was deemed unnecessary and therefore not developed for MonitoringWells MW-12 through MW-16; however, split-spoon samples were collected todetermine the upper/lower till interface to ensure proper well screen placement."Hence the lack of logs for these wells.
OxyChemDecember 9, 1992Page 3
You will note that, as requested by Ed Hanlon, I am copying Ed, Karla Auker of Ohio EPA andLaura Weyer of CH2M Hill.
Regards,
Alastair J.H. McGregorManager, Special Environmental Programs
EnclosuresAJHMi:rn
CC: E.J. Hanlon,Karla Auker, Ohio EPALaura Weyer, CH2M HillJ.A. Heimbuch, TEC (wo enclosures)
V • * • - » * « W4 (TOP)
He. 6 - r at 1OIH MECTIONS (BOTTOI)
IFCPIP:
FENCE LINE
UTILITY P0£
RAUOAD
MRECTION OF FLOW
ORAMAGE DITCH
CATCH BASM
EDGE OF WOODED AREA
——————— PROPERTY LINE BOUNDARY
PROPOSED SLURRY WALL
500. BORING
MONITORING WELL
DECOMMISSIONED WELL
DETAIL 1W A I C « P DETAIL
1. CRUSHED STONE USED M PLACE OF ASPHALTAT TWO ENTRANCES ALONG 6TH STREET
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SLURRY WALL AU3N:.:iMT,LOCATION PLAN, /.;;D CZTA1LS
WATER TREATMENT FACILITYASHTAEULA, OHIO
PREPARED FOR
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w
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'l UNIFIED SOIL CLASSIFICATION^
———— NUMBER OF BLOWS REQUIRED TOADVANCE SAMPLER ONE FOOT > ,
—————————— MDICATES SAMPLES COLLECTED VFOR CHEMICAL ANALY8B
SAMPLE LOCATION AND TYPE*
ATTERBERQ LIMITS —————————————
DRV DENSITY —————————————————————————
MPLE IDENTIFICATION
I -«-2-IN.O.D. SPLIT- BARREL SAMPLER DRIVEN BY A 140- Ib HAMMER FALLING 30-IN.
r . .UNDISTURBED SAMPLES TAKEN WITH HYDRAULICALLY PUSHED 9-IN. O.D.THIN-WALLED TUBE SAMPLER
[D"*~BAG SAMPLE
l-*-NX SIZE DOUBLE TUBE CORE BARREL
MS SACK SAMPLE OF SOIL
KEY TO LOG OF BORINGSDIAMOND SHAMROCK CORPORATION-ASHTABULA, OHIO
DRAWN W: ft«b CHECKED BY: JAM PROJECT NO: B6C710 1 JDATE: 1 2-SO-S6 FIGURE HO: A- 1
WOODWARD-CLYDE CONSULTANTSmftiuccoe erninfticre Aun PinnwwuniTAL SCIENTISTS
L O C A T I O N SEE FIGURES D A T E D R I L L E D 30 October 1985KEY TO B O R I N O LOOA SEE FIGURE A-1 W A T P » L S V B L 1.1 ft.S U R F A C E E L E V A T I O N 639.7 ft . P*TF MFASU"?» 2
DEPTH
•i
«•
5-«••
MM
•M
••
10-tm
15-v
•
20-
25-
30-
fi
1
2
3
4
5
6
7
•je
%III
%E!••
•M
*
*
*
BLOWSFOOT
A
13
16
21
26
22
38
DESCRIPTIONSoft, wet, brown CLAY (TOPSOIL)
St iff , damp, brown and gray, mottled, clayeySILT (ML)
. . . trace sand and rock fragments
Medium dense, damp, brown, fine, siitySAND (SM)
Very stiff, damp, gray, sandy, clayey SILT (MLiwith rock fragments
. . . hard
End of Boring at 20.0 ft.
weJanuary 1986
LL PI ucsUf
DRYDENpet
LOG OF BORING MW-1DIAMOND SHAMROCK CORPORATION * ASHTABULA, OHIO
DAAWNtY:REM | CHECK ED BY: JAM | PROJECT NO:B6C7 101 (DATE 1 1-29-S6 (FIGURE NO: A-I
WOODWARD^LYDE CONSULTANTSCONSULTING ENGINEERS. GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
iaftNI WSE 1•s&3"i-1t%gfe§8®12?
vt*.-">•«.."•
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=
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Fl*w.tlftn fff tfff «f rl.*r pip. 640.73 ft.
ftrnunrt Pl.w.tl/tn _ 639.7 _ f tr
S^BS^wy^
LD. Of BurfAra r«*lng., _ f"Typ« of *Mr«t c« c»«»ng
STEEL WITH LOCKING CAP
I.D. of rl«*r pip* 2"Typ. of rU.r pip. , 8CH. 40 PVC
Dlamftt+r Of bor*f>0l« e"
1 T««* M« k.«ir«it C-B QROUT
;5Xl
S3^|§ Tvn. of ...1 8ENTONITE PELLET
:-x
'.'• * *•y-".».-! •".*
•!V• •
y/.*. *, »* ii--*•«»••".
Dooth to too of ••al 5.0 ft.
__.., .. ptpth to top of tanif ptffh 7*0 ft-
j ____ Dopth to top of »cr««n . 9'° ft*Typa of «cr««ntd tactlon ___
0.010 INCH SLOTTED PVC
1 I.P. o* f cr**n*H **ction «"
ii n.nth tn hnttnm of wall . 19'5 £t>
} • • ' • • ' f>tptH l>f fr^»fc«l« 20.0 ft.
REPORT OF MONITORING WELL MW-1DIAMOND SHAMROCK CORPORATION-ASHTABULA, OHIO
DRAWN BV S«b CHECKEDBYJAM PROJECT NO B6C7 101 |o*Tf:1»-t1-B6 FIGURE NO A- 3
WOODWARD-CLYDE CONSULTANTS
LOCATION SEE FIGURE t DATE ftniLLVD 31 October 1985KEY TO iOHING LOG* iEE FIGURE A-1 WATCH Ltv*L 2.2 ft.SURFACE ELEVATION 660.6 ft. DATF ufAfyiirn 1 J^nu
DEPTH
*•
•ri
•A
• ^M
VI
*••
M
•
10-
*•
15-
20-
25-
i*JB1
2
3
4
5
6
7
t<i
i
EIII
i?
*
*
•LOWSFOOT
7
12
13
22
24
23
18
DESCRIPTIONFirm, damp, brown CLAY with some organics(TOPSOIL)
Stiff, damp, brown clayey SILT (ML) withrock fragments
. . .becomes sandy
Very stiff, damp, gray clayey SILT (ML)with rock fragments
End of Boring at 20.0 feet
we LL
ary 1986
PL uc*Ul
DRYDEN
LOG OF BORING MW-2DIAMOND tHAMROCK CORPORATION - ASHTABULA, OHIO
DRAWN BY :REM JCHCCKED §Y: JAM |FROJECT NO:»fC710l (DATE 11-»»-86 | FIGURE NO: A-4
WOODWARD-CLYDE CONSULTANTSCONSULTING ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
:
1rv$'
I[1i_-,-*».:•
!.**• '»*»•i1* * *». v. •* .L_r
•• H
— "
EE
lEE
111vo5.
| 642.63 ft." V
/ ' *'-
I.D. of Burfaeo eating 4"Typ* of turfBc* c*tfpg
STEEL WITH LOCKING CAP
, , , _ . _ I.D. of rl»r plpft *"Typa of rl**r plp.^SCH. 40 PVC,.
1 Tw«» ~9 h.»k«ltl C-B GROUT
^
^ Two* Af •••! BENTONITE PELLET
JK
.* V,•*'••':.* •;*>
v";
'."••. *
, »' 1
V:?*»
;.•;.
1 Dopth to top of Boal °*u IC-'— Donth to ton of BBftd PBCh ..„„ ,.,8;? ft*
. .„ Dftpth to top of .rr-.n 10'° ft-I Typo of Bcroonod toctlon ___1 0.010 INCH BLOTTED PVC
!l.P, of t cr»*p»4 »*ctlon *"
* .^ . . .. . .. 20.0 ft.1 • *}f\ /\ tf*
REPORT OF MONITORING WELL MW-2DIAMOND SHAMROCK CORPORATION-ASHTABULA, OHIO
DRAWNBY Btb ICMECKEDBY JAM IPMOJECT NO BBC? 101 (DATE 12-1 1-« JFIGUMC NO A-BWOODWARD-CLYDE CONSULTANTSENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
L O C A T I O N SEE FIGURE* D A T E D K l L L t n 31 October 1985KEY TO lORING LOOt •EEFOUREA-1 W A T C H LEVtL 2.1 f t .SURFACE E L E V A T I O N 638.7 ft. BITE U F A f t U B C f i 3 Jan
DEPTH
-
-5-
,JI
15-
20-
25-
HIi*IS..1
2
3
4
6
7
««
I••
^
?lli
*
*
*
*
•LOW»FOOT
11
12
13
20
14
12
15
DESCRIPTIONStiff, damp, sand and gravel with CLAY (FILL)
Stiff, damp, brown and gray mottledclayey SILT (ML)
. . .moist
. . .sand seams
Stiff, moist, gray clayey SILT (ML) withtrace rock fragments
End of Boring 20.0 feet
we LL
jarv 1986
V
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LOG OF BORING MW-3DIAMOND SHAMROCK CORPORATION * ASHTABULA, OHIO
D f i A W N B Y H E M CHECKED IV: JAM (PROJECT MO: §607101 JOATC 1 1-t9-66 | FIGURE NO:A-6
WOODWARD4LYDE CONSULTANTSCONSULTING ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
1= — *
•MM!">i
3?s»r*r31R *1P^" A
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^^M
:: _
z^
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S? -. Ground Ettvatli>r> _ fi^fl-7 f^,53 ^S SfWWIlSJ?^ _.w , . I.D. of »urf«f * eaftlng -r- «","-=: Typ* of writer <i**lnfl^ STEEL WITH LOCKING CAP
P« l.n. of H«r pip* „„ 2" .„.,.;3^ Typa of rlc.r pip*, «CH. 40 rVC.,[7*i^ mam*t*r Af hnr*»>oH •". „
Pm*-£ Typ« «f ^'faffl1 C'B OROUT
^Jv3^5 *3^. Typ« Af •••! BENTONITE PELLET
--:j i>tp^ t^ *«r *f "»! **"u "'^— ,, ,™ Danth to too of »«ntf pack ., ,.,?-° ft-1' :*" 10 0 ft•Vn — Ii«pth la top of ftrraon —————— : ——— —••'•J Typ* of tcr«tn«d section ___:*>! 0.010 INCH SLOTTED PVC
*-i| P.O. of »cr**n*<i **ctlon *"• •••« .*-]:v;i#.
',' "."•
• ••* ** •
;*j ... ._ Dtpth to bottom of w*ll , . 20',P,.ft->^J n.pth «f hnr.hnl. 20.0 ft.
REPORT OF MONITORING WELL MW-3DIAMOND SHAMROCK CORPORATION-ASHTABULA, OHIO
DRAWN BY 8*b CHECKED BY JAM JMOJECT NO «6C7 101 |o*TE 1 2- 1 1-»6 JFlOUNC NO A-7
WOODWARO-CLYDE CONSULTANTScunuccae etmftr.tCTC »tri [uuitMHiUFirru SCIENTISTS
LOCATION *EE FIOURE 9 DATE DMILLVB 4 November 1985KEY TO BORING LOOK «E FWIWE A-1 WATCH Lfvti ^r« ft.•UHFACE ELEVATION 639.7 ft. DATE MEABUftEB 3 January 1986
bfcHH
5-
••
10-M
15-
20-
m
25-
-
30-
-
35-
-
40-
\'tI
2
3
4
5
6
7
8
9
10
11
•M
&^
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vA7A
7A
5?A
*
*
*
*
*
•LOWSFOOT
20
14
14
28
22
14
29
14
24
20
36
DESCRIPTIONSand, gravel and rock fragments (FJILL)
Stiff, damp, brown and gray mottled,sandy, clayey SILT (ML)
. . .brown
Stiff to very stiff, damp, gray clayeySILT (ML) with rock fragments
. . .hard-CONTINUE0-
wc LL PL uctUl
DRYDEN
LOG OF BORING MW-4DIAMOND SHAMROCK CORPORATION - A8HTABULA, OHIO
DRAWN BY: REM (CHECKED BY: JAM JMOfECT NO:t9C7101 (DATE :1 1-«ft-$B jPtOUHE NO: A-B
WOODWARIK:LYDE CONSULTANTSCONSULTING MGINEERS. GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
LOCATION SEE FIGURE » DATE DRILLED 4 November 1985KEY TO iOHlNQ LOQft »EE FIQURE A-1 WATER LEVEtSURFACE ELEVATION BAT* UEAftUBEb
DEPTH
m
45-^
^
«*
50-«
41
41
^
55-
«•
v^
M
•M^
• D
M
1?
*
«
I
I
%
DRAWN BY REM
tU)W>FOOT
76
45
105 A0.2
DESCRIPTION
. . . fine sand layers
gray SHALE
End of Boring 53.9 feet
i
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DRVDENpel
LOG OF BORING MW-4DIAMOND SHAMROCK CORPORATION * ASHTABUL.A, OHIO
CHECKED 1Y: JAM | PROJECT NO:SBC7101 |DATt:11-20-Sft JFIGUU NO:A-»A
WOODWARD-CLYDE CONSULTANTSCONSULTING ENGINEERS, BEOLOGISTS AND ENVIRONUENTAl SCIENTISTS
t>*aSg
'1*S
* •'
if;
1*5^
as
st
/•
Elevation of top of rl»*r pip*
Ground EUvatton
I.D. of turfac* eating _Typ« of »urf«c* eating.
STEEL WITH LOCKING CAP
I.D. of rltor plpo . —— _£Typ« of rli« t« «CH. 40
Dlamotor of borohola
Typa of backfllL C-B GROUT
Of •••! •EMTONITE PELLETDapth to top of aaal
Dapth to top of aand pack
Dapth to top of acraanTypa of acraanad aactlon
0.010 INCH SLOTTED PVC
I.D. of aeraanad aaetlon_£
Dapth to bottom of wallDapth of borahola
643.17 ft
639.7 ft,
32.0 ft
34.0 ft,
44.0 ft,
54.0 ft,
S4.0 ft
REPORT OF MONITORING WELL MW-4DIAMOND SHAMROCK CORPORATION-A8HTABULA, OHIO
Ii>fcU:i>-it-aa IFKJUHE MO A-aWOODWARD-CLYDE CONSULTANTS
CONSULTMC ENGINEERS, GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
DRAWN BY s«b ICHECKEDBV JAM (PROJECT NO ascrioi
LOCATION SEE FIGURE a DATE PRILLED 1 November 1985KEY TO BORING LOOB «E FIGURE A-1 WATCH LCVBL 0.5 ft.SURFACE ELEVATION Atq 9 ft. P*TE ME ""«*n 3 January 1986
DEFT*
-
..
-
5H
--
10--
-
15-
-
-
25-
30-
-
Ht
It
1
7
3
A
5
6
7
i
*\7A
>!Xi
^&!i
*
*
*
*
•LOWSFOOT
15
10
u
22
18
15
18
DESCRIPTIONStiff, sand, gravel, rock fragments CFILL)
Stiff, damp, brown, clayey SILT (ML)
Very stiff, damp, gray SILT (ML) with rockfragments
End of Boring at 20.0 ft.
we LL PL ucsUf
DRVDENpel
LOG OF BORING MW-5DIAMOND SHAMROCK CORPORATION - ASHTABULA, OHIO
DRAWN BY: REM {CHECKED BY: JAM [PROJECT MO:B6C7101 |DATE = 1 1-«»-»6 JFKMJRE NO: A- 10
WOODWARD-CLYDE CONSULTANTSCONSULTING ttfllKEERS, BEDLOGISTS NC EMVHttWWTAL SCIENTISTS
1 — a
Ij
1
1i11I*^"«
1»* •
i*.1
11"• •
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• M
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?B j- Ground Eltvitlcn 639"2,.,ft:.>$ /"
• •*! ^**«S - ••—— I'D- °* •Ufft** ?»«lng ._,«. __.li* TypA of fturfacft easing^ STEEL WITH LOCKING CAP
i» .. I.D. af rlftAr plpa — *^ Typ* of rl«.f pip* 8CH. 40 PVC_
SS ffltMfw f^ h , •-1
^ TyP* «< *••< BENTONITE PELLET-^" Dooth to top of •••! ^"^ ttl
;:>:^T. ——— . Dopth to top of sand pack 7-5 ft>
£ly*j ,„_, , O»pth fta tap Af >rrf *p —————•."'.] Typo of scroonod toctlon ___ .; *:-1 o.o 10 INCH »LOTTED PVC
•.*•'•••i• * «•
v^ I>tpth A! frtrrt^i- 20.0 ft.
REPORT OF MONITORING WELL MW-5DIAMOND SHAMROCK CORPORATION-ASHTABULA, OHIO
ORAWN iV feb CHECKED BY JAM | PROJECT NO «»C7 101 (DATE 1 »- 1 1-66 JFIGUftE NO A- 1 1
WOODWARD-CLYOE CONSULTANTSCONSULTING ENGINEERS. GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
L O C A T I O N SEE FIGURE * DATE D R I L L E D 31 October 1985KEY TO SOHINQ LOG* SEE WOURE A-1 WATER LEVEL 3.7 ft.SURFACE E L E V A T I O N 639.7 f t . DATE M E A S U R E D 3
DOTH
mi
6-^m
mm
mm
10-•
•I
15-«
•
•
mi
20-V
m
25-
30-
1
2
3
A
5
6
7
J
J\
%••
•M
V
IVI
J^
E
5?/>
*
*
*
SLOWSFOOT
9
6
9
17
19
18
18
DESCRIPTIONSti f f , brown CLAY with gravel, sand, rockfragments (FILL)Stiff , damp, mottled gray and brown (,'uu IUL;«1fh rock frAgmentsFirm, damp to moist, mottled gray and brown,sandy, clayey SILT (ML)
Very stiff, damp, brown, clayey SILT (ML) withrock fragments
. . . sandy, wet
. . . gray
. . . trace black shale fragments and organlcs
End of Boring at 20.0 ft.
weJanu
LL
arv 1986PL UCS
UfDRVPEN
LOG OF BORING MW-6DIAMOND SHAMROCK CORPORATION - AftHTABULA, OHIO
DRAWN BY: REM (CHECKED «V: JAM [PROJECT NO:S»C7101 |DATC:11-*»-Sft JFIOUIIE NO: A- 1*
WOODWARD-CLYDE CONSULTANTStueiucCBC iyn cuuiWMtuctfTAi crirtTTISTS
1= — *
__ 1^sjpRssn^ M£
-*><X<®?i•45$1Rv*
1^
J|
,.— —
-"-*
•».-';
1• •>*V. i
*»» *'•*.<
!*•*
i•••;Uv»'"'•'f:u** .L :
-— ~ n»w«*i«« ** •-« -« »i-*» *i-* 642. 5* ft.
^^M
=
— -
~
L^H
• I**'* B
¥
S| 0" '«H Fl.«f»lftn 639.7 .M|ft^_
^ SfWwWi& ., I.D. of AiirfACft caftlnq 4"
.Vftf Typ« of Aurfaca cttftlng.. __,£3 STEEL WITH LOCKING CAP
P«! _ 1.0. ftf rl»r pip* «"•3? Typ. of rl»r ptp. .BCH. 40 PVC ..c**^T
!^3 ————— ni«m*t*r of hAff hal _ •"i- 31V^fl Typ« A« hfhfll1 C'B ORO^
1is^»Ss*3^ Typ« of •••! BENTONITE PELLET
-~"-J D«pth to top of •••! 6-° £t- „
!r r r>tp^ *» ««p *• f-"*1 r"fc 8*° ft* —
1:-• . Dopth lo top of «rr..n 10'° ft'v.J Typ« of scr««n«d ••ctlon ___:«:•! o.oio INCH SLOTTED PVC' *-*J"-U '-n' o« »cr**f»*** »*ctlo« *"• i.•• .«
v.^1
3]*"f 90 ft ft-• ij . _. D*pth to bottom of wall ,/•^J n.pth off hnrohol. 20.0 ft.
REPORT OF MONITORING WELL MW-6DIAMOND SHAMROCK CORPORATION-ASHTABULA. OHIO
ORAWNiY Mb CHECKED BY JAM JWOJECT NO 86C7101 |OATf :1»- 1 1-« | FIGURE MO'A-1»
WOODWARD-CLYDE CONSULTANTSCONSULTING ENGINEERS. GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
LOCATION »•• FlQur. 3 D'Ttn.i. ..r. 6 November 1985KEY TO »0 RING LOOIURFACE ELEVATION
DEFT*
2--
a-
4--
S—
e-
7-
Ml I Wl
M"i2 y
An
3 M
11
•LOWSFOOT
11
16
K ••• Flflur* A-1 WATCit irvFI None EncounteredDATE MEASURED
DESCRIPTIONSand, gravel, rock fragments (FILL)
Stiff, damp, dark green and gray, sandySILT (ML) with rock fragments, organics
. . . mottled brown and gray, iron staining
End of Boring at 6.0 ft.
we LL v
—
uc»ut
DRVDENpet
LOG OF BORING P-1DIAMOND SHAMROCK CORPORATION-ASHTABULA. OHIO
DRAWN BY: t«b (NECKED IY: JAM PROJECT NO »SC7101 |DATE= 1»-»D-»S (FIGURE NO:A-t4
WOODWARD-CLYDE CONSULTANTSCONSULTING ENGINEERS. GEOIOGIS1S AND ENVIRONMENTAL SCIENTISTS
LOCATION fttvFlpurtft D A T E n B " i * n 6 November 1985KEY TO iORINO LOOK to Flgurt A-1 W A T E R i*vfl Nonc EncounteredSURFACE ELEVATION , f *ATf uf AAI IMFD
DEFT*
,1
2-
3-
j _
Q—
6-
7-
TT2 y
H3 y
JLOWJFOOT
26
11
10
DESCRIPTIONSand, gravel, cinders, rock fragments (FILL)
Stiff, damp, dark gray and brown, clayeySILT (ML) with rock fragments, organics
Loose, moist to vet, brown, silty SAND (SM)
End of Boring at 6.0 ft.
we LL v uctUl
DRYDENpel
LOG OF BORING P-2DIAMOND SHAMROCK CORPORATION-A8HTABULA, OHIO
DRAWN BY s«b (CHECKED tv: JAM IFROJECT NO: sscnoi IOATE: ia-»o-»e (FIGURE NO A-I«WOODWARD-CLYDE CONSULTANTS
L O C A T I O N S«Fl0ur»» D A T C f t f t i i i f P 1 November 1985KEY TO BORING LOOK ••• Flgur* A-l W A T E f t tr\it\ None encounteredS U R F A C E E L E V A T I O N DATE M E A f t M > * n
D6PT*
.
1-
2-
-4-
p—
e-7-
M 1 feft 1
1 III
12 MN3 A
SLOWSFOOT
12
6
10
DESCRIPTIONGravel, rock fragments (FILL) *
. . . wood chunk
Firm, moist to vet, mottled brown and gray,clayey SILT (ML)
. . . stiff with black oily material on out*side of sample
End of Boring at 6.0 ft.
we LL v UCSUf
DRYDEN
LOG OF BORING P-3DIAMOND SHAMROCK CORPORATION-ASHTABULA, OHIO
DRAWN BY: Stb (CHECKED §Y: JAM [^ROjtCT NO: S6C7101 (DATE : 12-IO-S6 JFIGUME NO: A- 16
WOODWARD-CLYDE CONSULTANTS
L O C A T I O N ••• Fl«ur» S D A T E D ' t l L F * 5 NflYfiff^r WiKEY TO BORING LOOS ••• Ftgurt A-1 WATER ltv*| flonfi finpoimtorpdS U R F A C E E L E V A T I O N f t* i f u F A f t i i f t F f i
DEPTV
1-
a-3-
4-
6-
7-
Hi2 M
3 MJ
SLOWSFOOT
13
9
22
DESCRIPTIONStiff , sand, gravel, rock fragments (FILL)
Stiff , damp, dark gray, sandy, clayey~| SILT (ML), rock fragments, organics
Stiff, damp to moist, mottled, brown andgray, sandy, clayey SILT (ML) with rockfragments
. . . very st iff , brown
End of Boring at 6.0 ft.
we LL FL UCSUf
DRYDENpel
LOG OF BORING P-4DIAMOND SHAMROCK CORPORATION-ASHTABULA, OHIO
DRAWN BY B«b CHECKEDBY:JAM PROJECT NO: S8C7101 |WH: 11-SO-Sft |FlCURE NO: A- 1 7
WOODWARD4LYDE CONSULTANTS
LOCATION •••Flour»» DAT£ ORIUFD , \ flpvember 1985KEY TO ftOKINO LOO* 8«Flflur. A-1 W A T C H i rwn NoneSURFACE ELEVATION f**fF "fftfflff n .
DEPT>
1-
2--
S-
4-—
6-
6-
7-
!? 1*1I'll* 1*1i lul
12 y
H3 O
r•LOWSFOOT
26
7
DESCRIPTIONConcrete fragments, sand, brick gravel (FILL)
Stiff, damp, mottled, brown and gray, clayeySILT (ML) with rock fragments
. . . alternating brown clay and gray siltlayers, trace sand
End of Boring at 6.0 ft.
we%
LL%
PL%
UCftUf
DRYDENpel
LOG OF BORING P-5DIAMOND SHAMROCK CORPORATION-A8HTABULA, OHIO
DRAWN BY e»b (CHECKED »Y: JAM (FHOJECT NO: »6C7ioi |o*Tt:it-»o-»6 (FIGURE NO .A-ITWOODWARO-CLYDE CONSULTANTS
- - - - - - - - — — » —.».... rnf Ami KPIfMTISTS
LOCATION SMFIpurt* DATE ft*" 'Fn 5 November 1985KEY TO BORING LOQB SM Flguri A-1 W A T E R LEvri None encoypteredSURFACE ELEVATION DAT? Mf *?lfM°
DtPT>
-* ^^^
2-~
3-
j _
-5-
6--
7-
Mli y
R2 M
R3 y-i-
•LOWSFOOT
22
1A
13
DESCRIPTIONSand, gravel, rock fragments (FILL)
Stiff, damp, light and dark gray, clayeySILT (ML), rock fragments, organics
. . . brown, increasing sand content
End of Boring at 6.0 ft.
we LL PI ucsIt!
DRVDENpel
LO6 OF BORING P-6DIAMOND SHAMROCK CORPOBATION-A8HTABULA, OHIO
DRAWN BY «•& (CHECKED «v: 4AM (PROJECT NO: §607101 |O*TEI 8-30-86 (FIGURE NO;A-tiWOODWARD-CLYDE CONSULTANTS
LOCATION »t» Flgurt DATE p^m^p J fJoyember 1985
KEY TO SORING LOOK ••• Flgur« A-1 WATER \r wfl None encounteredftURFACE ELEVATION OATf yF*fvPFD
DEFT*
1-
2-
3-
4-
»
e-y JirB
5 I-
l»iM lat
i y
2 y
3 W
•LOWSFOOT
9
H
22
DESCRIPTION7" ConcreteSand, gravel, brick (FILL);
Stiff, damp, mottled, brown and gray, clayeySILT (ML) with rock fragments
. . . very stiff, brown
End of Boring at 6.0 ft.
we%
LL%
*L%
uc»Ul
DRYDEN»cf
LOG OF BORING P-7DIAMOND SHAMROCK CORPORATION-ASHTABULA, OHIO
DRAWN BY 8»b ICHECKCO BY: JAM MIOJCCT NO: »6C7101 JDATt 1*-»0-»6 JFIQUME NO:A-1t.
WOODWARD-CLYDE CONSULTANTSMuciiiTiur. nrr.lupFRC GFOtOGISTS AK? INVIR5NMEKTAL SCIENTISTS
LOCATION »MFIfur«i DATE M'llfB , 5 November 1985KEY TO SORING LOQft &•• Flour* A-1 WATEK irwri None EnrnimferedSURFACE ELEVATION pAT* MtAfi jMFD , ,
DEPTH
1-
2-
3-
4-
5_
e-
7-
^(1* 1«
H
iI
ftLOWBFOOT
20
12
15
DESCRIPTION6" Asnhflltlc Conrrcte
Sand, gravel, brick (FILL)
Very stiff, black, clayey SILT (ML) with rootfragments, rock fragments
Stiff, damp to moist, mottled, brown and gray,clayey SILT (ML) with rock fragments
. . . trace sand
End of Boring at 6.0 ft.
we%
LL%
PL%
—
uctUl
DRYDENpel
LOG OF BORING P-8DIAMOND SHAMROCK CORPORATION-A6HTABULA, OHIO
DRAWN BY :8«b JCHECKED •¥: JAM | PROJECT NO S6C7101 |OATE= 1f-»0-»» IriOUWNO:A-tO
WOODWARD-CLYDE CONSULTANTSMUI*.«T»M* CURIUCCBC wniftntT* iwn FMvrRDWMFKtA' SCIENTISTS
LOCATION S«tFlfur«» BATE pfti i i f fh 5 NOY*?™bfir 1985
KEY TO IORINO LOOft »•• Flfur* A-1 W A T F H LCVFI Ngn<» encounteredSURFACE ELEVATION A A T F uFAfciiMFft
DCPTW
«
1 —••
2—•
3-
4-
6-«•
e-
7-•
«••
•i
IHI
»
HI
*
«•
^
IMI
HIi yi2 M
S3 M
•LOWSFOOT
32
12
17
DESCRIPTIONSand, gravel, brick, cinders (FILL)
. . . dark, clayey matrix
Stiff, damp, mottled, brown and gray, clayeySILT (ML) with rock fragments
. . . very stiff
End of Boring at 6.0 ft.
we LL PL ucsttl
DRYDENpel
LOG OF BORING P-9DIAMOND SHAMROCK CORPORATION-ASHTABULA. OHIO
DRAWN BY: 8«b (CHECKED IY: JAM |»MOJECT NO: 0607101 |p*TC 18-»0-B6 | FIGURE NO:A-81
WOODWARD-CLYDE CONSULTANTS
L O C A T I O N iMFlBur»» DATE DMKEY TO BORING LOOSURFACE E L E V A T I O N
WTV
1-
2-
4-
6-
e-7-
•LOWSFOOT
ft ••§ Flpurt A-1 WATERD A T E ME
I l l f P 5 ^ovember 1985L F V E 1 .HQQe encounter^ten.FB
DESCRIPTION6" Asphaltlc ConcreteSand, gravel, cinders, rock fragments (FILL). , . clay matrix with dark, oily material
Stiff, damp, mottled, brown and gray,clayey SILT (ML)
sandy,
End of Boring at 6.0 ft.
LOG OF BORING P-10
we LL V uctut
DRYDEN
DIAMOND SHAMROCK CORPORATION-ASHTABULA. OHIODRAWN BY :B«b CRECKED BY: JAM PROJECT NO B6C7101 DATE 12-90-B6 FIGURC NO A-tZ
WOODWARD-CLYDE CONSULTANTSCONSULTING ENGINEERS. GEOLOGISTS AND ENVIRONMENT*'. SCIENTISTS
LOCATION ••• F*9ur» » DATE »p>1 < rn £ November 1985KEY TO BORING LOOK ••• Figure A-1 W A T E R i rwv i flnpe encounteredSURFACE ELEVATION HATE urAf^arn , .
DEPTH
1-
2-
3-
5-
7-
!•'VI 1 tft 1
2 M
3 JY|
•LOW*FOOT
60
15
11
DESCRIPTION1 A" Asphaltic Concrete
Cinders, gravel, sand (FILL)
Stiff, damp, mottled, brown and gray, clayeySILT (ML) with rock fragments, iron staining
. . . brown
End of Boring at 6.0 ft.
we LL PL uctUf
DRVDENpel
LOG OF BORING P-1 1DIAMOND SHAMROCK CORPORATlON-AftHTABULA, OHIO
DRAWN BY :••& CHECHEDBY JAM PAOJECT NO: SftCT 10 1 (DATE 1«-*0-BR FIOUHE NO A*t3
WOODWARD-CLYDE CONSULTANTSCONSULTING ENGINEERS. GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
LOCATION _••• FlpUf«S DATE pan i *n \ JJOV^her 1<*«^KEY TO IOMINQ LOOft ,«•• Ftgur* A-1 W A T E * ifv»i flone EncounteredSURFACE ELEVATION _,„ p4TF y^4ftiinpn
DEPTX
1-
2-
3-
4-
6-
6-
7—
Ml 1 W I
*T!¥> lull
1ni
1
itowtFOOT
16
DESCRIPTION7" Concrete
Sand, gravel, cinders (FILL)
Stiff, damp, mottled, brown and gray, clayeySILT (ML)
. . . brown
End of Boring at 6.0 ft.
we%
LL%
PL%
uctUl
DRVDENpel
LOG OF BORING P-12DIAMOND SHAMROCK CORPORATION-ASHTABULA, OHIO
DRAWN BY fttb (CHECKED IV: JAM |rHOJECT NO: §6C7101 |D*TE:18-»0-»6 |flOUM NO:A-t4
WCX)DWARD^LYDE CONSULTANTSCONSULTING ENGINEERS. GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
LOCATION »t» Ftgur. S DATE DBn i rn $ November 1985KEY TO BORING LOOS _?«.l*f«'» *-1 WATER I run None fncoynteredSURFACE ELEVATION p4TF UFAfinnrn
DCPTV
.
1--
2-~
3—
4--
6-
6-
7—
I'llvt IM!u1 InH
2 M
An
3 MwIf 11
iLOWSFOOT
21
19
DESCRIPTIONSand, gravel, rock fragments (FILL)
Very stiff, damp, mottled, brown and dark gray,clayey SILT (ML)
. . . trace black material
. . . trace sand
End of Boring at 6.0 ft.
we%
LL%
PL%
UC*Uf
DRVDENpel
LOG OF BORING P-13DIAMOND SHAMROCK CORPORATION-A8HTABULA, OHIO
DRAWN BY: B»b JCHECKED BY: JAM | PROJECT NO: 1607101 JOATE : 1 2-«0-»5 |flOUR£ NO: A- 1 6
WOODWARD-CLYDE CONSULTANTSCONSULTING ENGINEERS, GEOLOGISTS AND INVIRONMEKT*'. SCIENTISTS
DEPTH
•
5-
*
H
DRAWN BY:
s111
w$*1
SA
I *£ DESCRIPTION WTWf i? 18 VERY STIFF, MOIST, BROWN. SILTYi CLAY <CL»L
UNIFIED SOIL CLASSIFICATION^
I ———— NUMBER OFBLOW8 REQUIRED TOADVANCE SAMPLER ONE FOOT I /
————————————— SAMPLE LOCATION AND TYPE*
WATER CONTENT ——————————
ATTERBERG LIMITS —————————————
UNCONFINED COUPRESSIVE STRENGTH ———————————
•h — tf —»•••** i-wi*DRY DENSITY —————————————————————— — J
MPLE IDENTIFICATION
-4-2-IN.O.D. SPLIT- BARREL SAMPLER DRIVEN BY A 14O-lb HAMMER PALLING SO-IN.
^.UNDISTURBED SAMPLES TAKEN WITH HYDRAULICALLY PUSHED S-IN. O.D.THIN-WALLED TUBE SAMPLER
**~BAG SAMPLE
-—-NX SIZE DOUBLE TUBE CORE BARREL
|§ SACK SAMPLE OF SOIL
NP NON PLASTIC
KEY TO LOG OP BORINGSDIAMOND SHAMROCK CORPORATION - ASHTABULA, OHIO
REM CHECKED BY:JAM (PROJECT NO: 1607010 JDATE: IS-lt-SS (FIGURE NO: B-1
WOODWARD-CLYDE CONSULTANTSCONSULTING ENGINEERS. GEOLOGISTS AND ENVIRONMENTAL SCIENTISTS
LOCATION BEE FIGURE 9 BATE r»«n i *n q November 1985KEY TO B O R I N G LOOft SEE fWUHE B-1 W A T P B L * W B L Encountered at 17'SURFACE E L E V A T I O N 639.7 ft . DATE M E A S U R E D JhJ
DEPTH
«•
•i
5-•••
10-
15-
—
20-
-
25-
-
30-
A,.1
2
3
4
5
6
7
I
y&s?A
IM
9A
?A•P*
5?
9
7/>
BLOWSFOOT
9
9
15
12
16
21
23
DESCRIPTION7" ConcreteOily, black sand, gravel, cinders, rock\ frajtments (FILL) ~Medium dense, moist, brown, silty, fineSAND (SM), rock fragments
Stiff, damp, gray, clayey SILT (ML) withtrace rock fragments
. . . very stiff , 4" sand layer
. . . moist to wet, with sand layers
End of Boring at 30.0 ft.
we
13
17
16
17
rln
LL
__ drillln
v ucslif
z
DRVDEN
LOG OF BORING B-1DIAMOND SHAMROCK CORPORATION - A8HTABULA, OHIO
DRAWNBY:MEM |cHECKED BY: JAM [PROJECT NO:S8C7101 |DATE:1 1-»»-S* |FIOURE NO: B-2
WOODWARD4LYDE CONSULTANTSCONSULTING ENUNffltS. ttOtOGISTS AND ENVIRONMENTAL SCIENTISTS
LOCATION SEE FIOURE • DATE f t n i L L t D 8 November 1985KEY TO iORiNQ LOOB SEE FIOURE B-1 WATER LBVEL None encounteredS U R F A C E E L E V A T I O N _ 639. 4 ft. _ p*Tt MFt tU>»™ _
DEPTH
•
•
V
^
5-to
4U
•
10-«•
M
15-«*
20-
25-
30-^
IWItK ,
1
2
3
4
5
6
7
w1ftI
I
I
I
I
I
I
BLOWSFOOT
4
10
18
18
14
13
18
DESCRIPTION7" ConcreteSand, gravel, brick, cinders (FILL)Stiff , moist to wet, green, gray, sandy,clayey SILT (ML)
. . . mottled brown and gray
Very stiff, damp, gray SILT (ML) with rockfragments
Stiff, moist, gray, clayey SILT (ML)
. . . st iff , moist
Very stiff, damp, gray, fine, sandy, clayeySILT (ML)
End of Boring at 30.0 ft.
we%
24
16
21
18
19
24
LL%
»L%
ucsUf
DRVDENpel
LOG OF BORING B-2DIAMOND SHAMROCK CORPORATION * A8HTABULA, OHIO
DRAWNBYiREM |CHCCKED BY: JAM (PROJECT NO:«5CT 101 |o*TE:1 1-28-86 JFlOURE NO:B-3
WOODWARD^LYDE CONSULTANTSCONSULTING ENGINEERS. GEOLOGISTS AND ENVtMNMENTAL SCIENTISTS
LOCATION ME FIGURES &ATE pun i rn 7 November 1985KEY TO •ORINO LOGS «E FIGURE i-1 WATCH LCVPI fJone encounteredSURF CE ELEVATION fi39.3 ft. HAT* MFA*i.arn
DCPTV
•
5-
••
10-
••
«•
15-
20-
25-
30-
ft1
2
ST
3
A
I4Jt
yV
XrX•i
•
•LOWSFOOT
10
28
15
DESCRIPTION7" ConcreteLoose sand, gravel, cinders (FILL)
Stiff, damp to moist, mottled, brown and graysandy SILT (ML)
Very stiff, damp, gray, clayey SILT (ML)
End of Boring at 15.0 Ft.
we
??
16
19
Ti
LL v
NP
ucsUf
1.2
DRYDEN
110
LOG OF BORING B-3DIAMOND SHAMROCK CORPORATION * ASHTABULA, OHIO
DRAWN BY: REM (CHECKED IY: JAM JMOJECT NO:tftC7 101 JDATE:1 1-29-S6 |FKIUflC NO: B-4
WOODWARD^LYDE CONSULTANTSGOWSULTW6 ENGINEERS, 8EOL06ISTS AND EMVIRONWHTAL SCIENTISTS
L O C A T I O N SEE FIGURE 3 DATE pa iL ie f i 7 November 1985KEY TO BORING LOOK SEE FIGURE B-1 W A T E R L E W H Encountered at 10 ftS U R F A C E E L E V A T I O N 638.8 f t . D A T E M E A S U R E D Durin
DEPTH
*•
^
«•
*•
5-^
«•
^
^
10-
*•
w
w
15-«•
20-
25-
30-
s-e,1
ST
2
3
4
i
^5j
*
^yA
•pK
•LOWSFOOT8
6
17
20
DESCRIPTION7" roncreteSand, gravel, rock frag, in clay matrix (FILL)Finn, moist to wet, mottled brown and gray,sandy SILT (ML)
Very stiff, wet, gray SILT (ML) with rockfragments
End of Boring at 15.0 ft.
we
20
26
28
18
18
LL
g drillingPL
NP
ucslet
0.6
DRVDEN
97
LOG OF BORING B-4DIAMOND SHAMROCK CORPORATION - ASHTABULA, OHIO
DRAWN BY: REM (CHECKED BY: JAM (PROJECT NO:|ftC7101 |D*TC :11-»»-85 |FIOURE NO: B-6
WOODWARD-CLYDE CONSULTANTSCONSULTING ENGINEERS. GEOLOGISTS AND ENVmONUENTAL SCIENTISTS
L O C A T I O N SEE FIGURE 8 D A T E D i t i L L e n 9 November 1985KEY TO B O R I N G LOOS »EE«««EB-1 W A T M LBVSL Encountered at 10 ft.SURFACE E L E V A T I O N 639.0 ft . p*Tf P E A f t U f f F P P
DEPTH
•*
*•
"
••
5-
•4
•1
•
«•
15-«•
20-
_
;25-
30-
£.1
2
3
ST
4
5
ST
6
7
i*i5?Atm
^K5MI
AE
E•PS
X&
^
SLOWSFOOT
8
12
28
16
19
17
23
DESCRIPTION7" ConcreteSand, gravel, brick (FILL)Stiff, damp to moist, mottled, brown and graysandy, clayey SILT (ML) with rock fragments
. . . very stiff with brown staining
Very stiff, damp, gray, clayey SILT (ML) withrock fragments
. . . sandy
End of Boring at 30.0 ft.
we
20
15
18
21
23
urine drilllncLL
24
27
FLft
21
20
ucsUl
3.4
3.1
DRYDENpef
120
114
LOG OF BORING B-5DIAMOND SHAMROCK CORPORATION - ASHTABULA, OHIO
DRAWN BY REM [cHECKCO BY: JAM JFROJECT NO:S6CT101 |DATE:1 1-2B-S6 | FIGURE NO: B-B
WOODWARD^LYDE CONSULTANTSCONSULTING EN6WEERS. 6EOLOGISTS AND ENVIRONUENTA!. SCIENTISTS
L O C A T I O N BEE FIGURE 8 D A T E p t i L L v n 6 November 1985KEY TO BOHINO LOOft BEE FKWBE B-1 W A T E R LEVEL Encountered at 15 ftS U R F A C E E L E V A T I O N 639.4 ft . P*TE M E A B U M B D
MPTH
•
A
«IU
5-*••
10-M
•1
15-
*•
20-
-25-
30-
JD.1
2
3
4
5
6
IJO.
&
E^
S|
5?n
5?A
9&
^
BLOWBFOOT
12
8
21
16
22
14
23
DESCRIPTION7" Concrete
Sand, gravel, cinders, brick (FILL)
Firm, moist, mottled, brown and gray, sandyclayey SILT (ML)
Very stiff, damp, gray, clayey SILT (ML) Vithrock fragments
Stiff, moist, gray, clayey SILT (ML)
. . . very stiff , wet
End of Boring at 30.0 ft.
we
23
19
16
19
25
26
irlnLL
E drilllnRPL UCB
UfDftVDEN
LOG OF BORING B-6DIAMOND SHAMROCK CORPORATION - ASHTABULA, OHIO
DRAWN BY: REM (CHECKED §V: JAM | PROJECT NO:BSC7101 |OATC:1 1-29-B6 |FIOUBE NO:B-7
WOODWARD-CLYDE CONSULTANTSCONSULTMe fNGtNEERS. 8EOLOGISTS AND ENVtRONMENTAl SCIENTISTS
LOCATION »EE FIGURE » DATE gftftiLLtn 9 November 1985KEY TO BORING LOOK §EE FIGURE B-1 MATCH LCVIL Encountered at 17ftSURFACE ELEVATION 639.5 ft. P»Tf Hff*U»*ft Durin
DEPTH
«
V
••
6-•*•
MI
10-«
*•
15-
-
20-
-
25-
30-
i*i
2
ST
3
4
ST
6
7
JO.Kgr
E
S?6
rH4
^A
X
•LOWtFOOT
8
16
16
15
15
16
DESCRIPTION7" ConcreteSand, gravel, cinders (FILL)
Very stiff, damp, mottled, brown and gray,clayey SILT (ML)
. . . gray, sandy
. . . vet
End of Boring at 30.0 ft.
we
19
14
16
14
24
LL
29
i drilling
v
NP
25
ucsUl
1.9
1.2
DRVDENpcf
108
110
LOG OF BORING B-7DIAMOND SHAMROCK CORPORATION - ASHTABULA, OHIO
DRAWN «Y:REM JCHECKED BY: JAM | PROJECT NO:«SC7101 |DATE:1 1-«»-»6 | FIGURE NO: B-8
WOODWARD-CLYDE CONSULTANTScnmnTwe BKMEEns. etocoGtsTS AHD ENVIRONMENTM. SCIENTISTS
GENERAL NOTES ANO LEGEND
OOLOH'TI
coNOt.OMCP.Arc
•oe«
MUOITONIOM CLATSTONC
tTANOANO HNITNATION HUtSTANCI IS TMI NUMUMOP BLOWS MOUmiO TO ONIVI A1 INCH 0. 0. SKITBAJtftlL SAMPIIN II INCNM UtINQ A 14S POUMO MAMMIIIFALLING FRilLT THROUGH 38 INCMM. TM| SAMHIR•AS DNIVf N 'I INCMII ANO TMI NUMMN OF BLOWSMfCODOCO FOR IACM S INCH INTtHVAL. TMI RESIST ANCITO Ff NITRATION IS INOKATID ON THt 0HAWIMO AS•tows n* FOOT.
THE BOWING LOGS ANO MlATfD INFORMATIONOCHCT SUtSuflFACE CONDITIONS ONLY ATTHf S^(ClfiC LOCATIONS ANO OATCS INOtCATCOSOU CONDITIONS AND WATGM LlVSLS ATOTHCff LOCATIONS MAY OtfPEM FROM CONOlTKMSOCCUMING AT THESE IOAING LOCATIONS ALSOTHE PASSAGE OF TIMC MAY HISULT IN ACHANGE IN THC CONDITIONS AT THESEBONING LOCATIONS
2 00 SPUT IAAKCL SAMPlE
KNCTMATiOft »(FU$*l N«ISTANCt ANOFNACTIONAl MCHCMENT QftivEN m FEET
"L*1 GMOUftO WATCH LEVEL ANO DATE
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nuccNT OF cone NECOVEREO 'LENGTH OF COMENCCOVtftCD OIVCID IV LENGTH OF C0"l MJM
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TMMNtK THAN 1/» M
u s c s CLASSIFICATION «o* MILS
•CNTWOHTM SCALE FOR BOCK
M"MS USID TQ OJSCHlSI TMf MLAfVl OECOHS 0* *OCK C0"l HAHONlSS*f«MS
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BMAKS JASll' U*K)CH S**GLl MAMMIII S4.OW SUT MnfN CMUMM.T IOGISBNIAKS UNOfM OM 0* TWO STWONG NAMMIK BLOWS BUT
•KCARS UNOI> SIvlHAL STttONC »AMMIM BLOWS SUT *tTM v|NV•ISiSTAKT SHAW IPQIS AXQ MAT SPALL OAVMG CONC»O«Al FHACTUIIIS
THE SPACING OF TH£ DISCONTINUITIESIN THE ROCK MAY BE DESCA8CD
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VEHV BROKENBROKEN
SLIGHTLY BROKENUNBROKEN
SPACINGLESS TH>N 1 'N
I IN TO 3 IN]IN TO 6 IN
6 IN ANOGREAT^
PROJECT NO. 303338 GENERAL NOTES AND LEGEND
DATE BFGAN: +-13-87 nnBTMn Mil MW-1ADATE FINGROUND
ELEV.(FEET)
630.0
620.0
615.9
ISHm, 4-ZO-B7
SURFACE I
DEPTH(FEET)
-
2.5 "
-
" 5.0
-
^ w
- 7.5 ~
— -
10.0 "-
12.5 ~
15.0_ -
17.5
-
20.0
" 22.0 "
25.0 ~
r, . 637.9' M - F _
SAMPLETYPE
\S/
/1\i
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/4\
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XXX\s//10\
6/12\
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$§&I/
(jl
I1ff
'I;I1!
DESCRIPTION
MEDIUM STIFF. DARK BROWN ANDORANGE. MOTTLED SLTY CLAY, SOMEROOTS AND FINE GRAVEL-DRYVERY STIFF. ORANGE. BROWN, LIGHTGRAY, MOTTLED. SILTY CLAY, SOME FINEGRAVEL THIN PEAT LAYER-MOIST
__ __ __ __ __ __ -4.0'
VERY STIFF. BROWN. ORANGE. UGHTGRAY. MOTTLED SILT, SOME FINEGRAVEL-MOIST
HARD, BROWN SILT. SOME LIGHT GRAYAND ORANGE. MOTTLED SILT. TRACEBLACK SILT-WET
HARD. DARK BROWN AND GRAYMOTTLED TO GRAY SILT. SOME FINEGRAVEL TRACE ORANGE SILT-WET
HARD. GRAY SILT. SOME FINE GRAVELTRACE LIGHT BROWN SILT LAYERS-MOIST
HARD. GRAY SILT. SOME RNE GRAVELTRACE ORANGE AND BROWNLAYERS-MOIST
HARD, GRAY SILT-MOIST
WET-19.0*
DRILLED UNSAMPLED
BOTTOM OF BORING22.0'
tfdviri
ml
HELD ENGINECHECKED BY
•ER D. V^flLED. HOL2MAN
PENTRATION, RESISTANCE(BLOWS PER FOOT)
10 30 50
<
•>><\,
;
•:
5>/r
c"
REMARKS
1* LAYER OFPEAT AT 0.85'
FROM 6.9*-7.1'VERY WETBROWN SILTLAYER
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-1ASHEET 1 OF 1
ll
PROTECTIVE MSE* CASINGMTH LOCKING CAP
APPROXIMATE POSTINGGROUND SURFACEEL. SJ7.92'2.0' SQUARE
CONCRETE PAD
12* I.O. PVCPROTECTIVECASING
BOTTOM OfBOR/NGNOTES:
1. RISER PIPE IS 2 IN. I.D. SCHEDULE 40 PVCPIPE. THREADED. FLUSH-JOINTED.
2. SCREEN IS 2 IN. I.O. PVC PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 636.82*
5. WATER LEVEL READING ON 5-4-87
9 t»4 IT CORPORATIONAOCOFWWHTS ROOMED
"NOT TO SCALE*
FIGURE B-l
INSTALLATION DETAILSMONITORING WELL MW-1A
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
...Crtattaic a Safer Tomorrow
DATE BEDATE FINGROUND
ELEV.(FEET)
030.0
620.0
618.0
JAN: «-«-e? HOPTNG 1™ MW~3A
ieufn. 4-21-87
SURFACE 1
DEPTH(FEET)
2.5
^ MI
9.0
" 7.5 "
_ -
10.0
- -
12.5_
15.0
_ -
17.5 ~
-
20.0
21.0 ~
- -
-
n • M9.0* N F
SAMPUITYPE
\S/
/1\
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/ 4\
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/5\\S/
/e\\s//7\\s//8\\s//9\\S/
/10\\S/
r/11\i\S/
/12\
XX/13\
PRO
FILE
DESCRIPTION
MJRO: (CRUSHED STONEi 0.5'JWIVEKV STIFF, DARK BROWN. SILTY CLAY,XlSOME ROOTS AND HNE TO MEDIUMi£lGRAVEL-DRY 1.6'
M1 1
V\
' ,(
KV1
¥'aty1?
VERY STIFF. ORANGE. BROWN. LIGHTGRAY. MOTTLED CLAYEY SILT. SOMEFINE TO COARSE GRAVEL AND PLANTMATERIAL- DRY TO MOIST
5.5'VERY STIFF. BROWN SILT-WET 6.0'VERY STIFF. BROWN. ORANGE. LIGHTGRAY. MOTTLED CLAYEY SILT. SOMEFINE GRAVEL
7.8VejtV STIFF. BROWN WITH SOME~1 ORANGF- MOrn_ED SILT-WET 8.0' PVERY STIFF. GRAY SILT. SOME THINLAYERS OF BROWN SILT-MOIST
VERY STIFF, GRAY SILT. SOME FINE TOCOARSE GRAY SHALE AND BROWN SILTLAYERS- WET
DRY
WET
-20.0'
DRILLED UNSAMPLED
BOTTOM OF BORING21.0'
M6</)D
N/A
ml
HELD ENGINECHECKED BY-
ER: 0. *€IBL£3. HOLZMAN
PENTRATION, RESISTANCE(BLOWS PER FOOT)
10 30 50
-•
-
I'•{l
\/
>r
REMARKS
CHEMICAL ODOf
STRONGCHEMICAL ODOf
CHEMICAL ODOR
CHEMICAL ODOR
SLIGHT CHEM1CAODOR
CHEMICAL ODOR
CHEMICAL ODOR
PROJECT NO. 303336PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-:SHEET 1 OF 1
OATF BEGAN: +-*°-*2 - OnDTMr Mn MW-4ADATE FINGROUND
ELEV.(FEET)
630.0
620.0
IftUFH. *-22-B7
SURFACE 1
DEPTH(FEET)
-
2.5
-
" 3.0 -1
-
" 7.3 ~
-
10.0 "IPB* •*•
HH» «•
12.5 ~
-
15.0
-
17.5 ~
-
20.0 ~
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22.5 ~
25.0 "
r, . 639.T M - V.
SAMPLETYPE
XXxXATAAX/10\
XAA
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¥'x\»\^
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DESCRIPTION
ASPHALT AND FILL: (CRUSHED GRAVEL)1.0'
FILL: (MEDIUM DENSE. BROWN SAND.SOME GRAVEL-MOIST)
FILL: (LOOSE. BROWN. FINE SAND)
FILL: (VERY LOOSE. BROWN SAND. WELLGRADED-WET)
5.6'STIFF. DARK GRAY. SILTY CLAY. SOMERNE GRAVEL-MOIST 6.5*STIFF. ORANGE. BROWN. LIGHT GRAY.MOTTLED SILTY CLAY. SOME FINE TO_ COARSE GRAVEL-MOIST 7.5* _HARD. BROWN SILT. SOME FINE TOCOARSE GRAVEL, TRACE ORANGE SILT-
a/S>wj5*AY AND ORANGE MOTTLED . ..SLT— pRY •'*HARD. GRAY SILT. SOME FINE TOCOARSE GRAY SHALE GRAVEL, THINLYBEDDED-DRY
13.0*— CRAY. SHALE 13.2' ~-HARD, GRAY SILT. SOME FINE TOCOARSE GRAY SHALE GRAVEL, THINLYBEDDED-DRY
Uyi3
N/A
-
ml
ml
HELD ENGINECHECKED BY
"ER D. WEBLED. HOL2WAN
PENTRATION, RESISTANCE(BLOWS PER FOOT)
10 30 30
J\'
^-
i*;')
•
REMARKS
HIT STEEL PIPE.MOVED HOLE 1.tDRILLED TO 2.5'REPUSH S-2,UTTLERECOVERY
STRONG CARBOTCTRACHLORIDEODOR
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-4ASHEET 1 OF 2
DATE BEDATE FINGROUND
ELEV.(FEET)
610.0
600.0
590.0
588.2
r.AN. 4-20-87 ROPTMr TJn MW-4Amm. 4-22-87
SURFACE
DEPTH(FEET)
-
27.5 "
" 30.0 "
!•» ^
" 32.5 ~
35.0 ~
•• ^
37.5 ~"^B «•
W ^
———* ^
40.0 ~"-
42.5 "
^B W
•MB ^
45.0 *-
47.5 "
50.0 ""
-
" 51.5 -
0 . 639.T M - TT
SAMPLE
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£
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1f1;^
DESCRIPTION
HARD. GRAY SILT. SOME FINE TOCOARSE GRAY SHALE GRAVEL, THINLYBEDDED-DRY
WET
DRY
HARD. GRAY SILT. SOME FINE TOCOARSE GRAVEL-DRY 40.5*IwnAY. FINE To MEDIUM SAND *u.o i
HARD. GRAY. CLAYEY SILT. SOME FINETO COARSE SHALE GRAVEL-DRY
BEDROCK 51.0*GRAY. SHALE
(/iCj
ml
FIELD ENGINECHECKED BY
ER 0. WBBLtD. HOL2MAN
PENTRAT10NRESISTANCE
(BLOWS PER FOOT)10 30 50
.
I!6i
7
ft
\M
:
REMARKS
PROJECT NO. 303336 BOTTOM OF BORINGPROJECT NAME: OCCIDENTAL CHEMICAL 51.5'
CORPORATIONBORING NO. MW-4ASHEET 2 OF 2
DRAWMB-5-
CHECKED BYAPPROVED BY
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CEMENT/BENTONITE GROUT
HATF BFCAN- *~7-87 ««««*„ v.~ uw-7
DATE FINGROUND
ELEV.(FEET)
630.0
620.0
616.4
i»*ifc *r*"87
SURFACE
DEPTH(FEET)
-
2.5
mm ^
5.0 "
•• ^
i ^
" 7.5 "
10.0
12.5 ~
15.0 "
_
17.5"• mm
20.0 "^» ^H
i mm
22.5 "
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mm «•
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SAMPLETYPE
\*x/1\
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\5//^3\
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VfY^wfh^'!'si(*tt1(r'(¥IT('(li('MI
'!'
DESCRIPTION
FILL: (CRUSHED STONE)1.2'
STIFF. BLACK CLAY, TRACE FINECRUSHED STONE AND ORGANIC MATTER-
1 MOIST zrSTIFF, LIGHT BROWN AND GRAYMOTTLED SILT. SOME RNE GRAVEL-MOIST . ..*.oSTIFF, LIGHT BROWN SILT. TRACE GRAYSILT-DRY TO MOIST
7.8'VERY STIFF, BROWN SILT. SOME ORANGESILT. TRACE FINE GRAVEL-DRY
J HARD. BROWN AND ORANUfc! MOTTtQ 1SJLT— pRY 10.flr L
— i HARD. BROWN. ORANGE AND DARK ' —GRAY. MOTTLED SILT-DRY 10.5*HARD. GRAY SILT-DRY
HARD. GRAY SLT. TRACE GRAY SHALEGRAVEL-DRY
-20.0*
DRILLED UNSAMPLED
BOTTOM OF BORING22.0*
vi(3viD
N/A
d
ml
HELD ENGINECHECKED BY:
ER. 0. WE1BLED. HOLZMAN
PEN THAT! ONRESISTANCE _
(BLOWS PER FOOT)10 30 50
|^\
JI
]
REMARKS
WATER SEEPINGINTO BORING A13" AND 28"FROM SURFACE
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-7SHEET 1 OF 1
PROTECTIVE MSE* C4SXVCWTH LOCKING CAP
NOTES:
APPROXMA TE EXISTINGGROUND SURFACEEL 633.88'2.0' SQUARE
CONCRETE PAD
12" t.D. PVCPROTECTIVE
BOTTOM OF BOfttNG
1. RISER PIPE IS 2 IN. I.D. SCHEDULE 40 PVCPIPE. THREADED. FLUSH-JOINTED.
2. SCREEN IS 2 IN. l.D. PVC PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT 9ZE).
3. LOVER END OF SCREEN IS CAPPED.
4. ELEVATION Of WATER LEVEL 636.48*
5. WATER LEVEL READING ON 5-4-87
1944 IT CORPORATIONALL COPTWflHTS ROBMD
•NOT TO SCALE*
FIGURE B-4
INSTALLATION DETAILSMONITORING WELL MW-7
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
...Creating a Safer Tomorrow
DATE FINGROUND
ELEV.(FEET)
630.0
628.4'
BAN: *-14-87 RORTNC MO **-?*ifiurn. 4-14-87SURFACE 1
DEPTH(FEET)
-
2.5
3.0
-
"" 7.3 "
— —
10.010.3'
— *™
-
•* w
_
_
*• ^H
^A ^H
n . 638.9' M F
SAMPLETYPE
Vs?AAXX/4\
><
/6\
A
c
£
&inH
41
l|l
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Lfs1
DESCRIPTION
FILL: (SAND AND CRUSHED STONE)
MEDIUM STIFF. BROWN. TRACE BLACK.CLAYEY SILT. SOME FINE GRAVEL-. PWET 1.3' I
STIFF. BROWN. GRAY. ORANGE MOTTLEDSILT, SOME FINE GRAVEL-MOISTVERY STIFF. BROWN. GRAY. ORANGEMOTTLED SILT. SOME RNE GRAVEL-
_ MEDIUM DENSE. BROWN GRAvEL— wET
VERY STIFF, ORANGE. BROWN. GRAYMOTTLED SILT. SOME FINE GRAVEL-MOIST
8.9'VERY STIFF. GRAY SILT. SOME FINEGRAVEL-MOIST
BOTTOM Of BORING10.3'
6
N/A
ml
ml
FIELD ENGINECHECKED BY
ER D. WEIBLED. HOLZMAN
PENTRATION, RESISTANCE(BLOWS PER FOOT)
10 30 50
•
_
A k
REMARKS
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-7ASHEET 1 OF 1
(D
IK>
RfSER CASING
t*T
1Hi
NOTES:
APPRQXMA TE EXISTINGGROUND SURFACEEL 638.98*
BOTTOM Of BORING
"NOT TO SCALE"
\. RISER PIPE IS 2 IN. I.D. SCHEDULE 4O PVCPIPE. THREADED. FLUSH-JOINTED.
2. SCREEN IS 2 IN. t.D. PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 638.54'.5. WATER LEVEL READING ON 5-4-67.
19*4 IT CORPORATIONALL COPHUOHTS RESERVED
FIGURE B-5
INSTALLATION DETAILSMONITORING WELL MW-7A
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASH TABULA, OHIO
a S*J«r Tomorrow*D* MM
DATE BEGAN: +-?-87 BORING MO MW-8DATE FINGROUND
ELEV.(FEET)
030.0
620.0
615.8
.cum. 4-9-87 - ———— n»
SURFACE f
DEPTH(FEET)
-
2.5
5.0
^ ^
" 7.5 "
10.0
12.5_
15.0_
17.5
-
20.0
22,0 "
•MB «•
n • M7.8' M F
SAMPLETYPE
X*VrSX/*\xk=\\5//e\\s//T\
x/s\\s//9\\S/
/10\NS//1V\
^/A\s//13\
£
s\
§\s§'''!!v'r'"^?H'f f
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DESCRIPTIONV
MEDIUM STIFF. DARK BROVW CLAY.SOME GRAY CLAY AND ORGANICMATTER-DRY
2.0'MEDIUM STIFF, LIGHT GRAY AND ORANGEMIXED CLAY-DRY
3.3STIFF. LIGHT GRAY AND ORANGEMOTTLED CLAY, SOME ORGANICMATTER-DRYSTIFF, LIGHT GRAY AND ORANGEMOTTLED GUY. SOME ORGANICMATTER AND MOIST GRAY SLT LENSES-DRY 6.5*HARD. LIGHT BROWN AND ORANGEMOTTLED SLT-WCTHARD. LIGHT BROWN AND ORANGEMOTTLED SLT. SOME FINE SHALEGRAVEL-DRY 9.0*
VERY STIFF. DARK GRAY SILT. SOMEFINE GRAVEL-DRY
HARD. DARK GRAY SILT. SOME FINEGRAVEL-DRY
VERY STIFF, DARK GRAY SILT, SOMEFINE GRAVEL-DRY
~19.5*
DRILLED UNSAMPLED
BOTTOM OF BORING22.0*
vfuwiD
d
ml
FIELD ENGINECHECKED BY:
ER: 0. *CJBL£3. HOUMAN
PENTRATIONRESISTANCE
(BLOWS PER FOOT)10 30 SO
1(A\
]i|—
REMARKS
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORMG NO. MW-8SHEET 1 OF 1
3a
ii
@1
NOTES:
PROTECTIVE MSEX CASINGmm LOCKING CAP
2,0' SQUARECONCRETE PAD
12* I.D. PVCPROTECTIVECASING
12*» BORING
APPROXIMATE EXISTINGGROUND SURFACEEL 6J7.7S*
8*# BORING
BOTTOM OF BORING
1. RISER PIPE IS 2 IN. I.O. SCHEDULE 40 PVCPIPE. THREADED. FLUSH-JOINTED.
2. SCREEN IS 2 IN. I.D. PVC PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 635.03*
5. WATER LEVEL READING ON 5-4-67
0 1M4 IT CORPORATIONAil COPIWQHT5 RESERVED
"NOT TO SCALE*
FIGURE B-6
INSTALLATION DETAILSMONITORING WELL MW-8
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
...Creating a Safer Tomorrow
DATE BEGAN: ,Mt7l*7aT BnPTWn Wfl MW-6ADATE FINGROUND
ELEV.(FEET)
630.0
628.8
.«*!>• *-1*-87
SURFACE 1
DEPTH(FEET)
-
2.5
" 5.0
-
7.5 "
~ 9.0' '
MB «l
_ _
_
_
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SAMPLETYPE
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DESCRIPTION
MEDIUM STIFF, BROWN AND BLACK.SLTY CLAY. SOME PLANT ROOTS-DRY
1.TSTIFF. ORANGE. BROWN. GRAY. BLACK,MOTTLED SILT. TRACE FINE GRAVEL-MOIST
*€T
VERY STIFF. BROWN AND GRAY SILT.TRACE BLACK MOTTLED SILT-WET
MOIST
8.2*VERY STIFF. GRAY SILT, SOME FINEGRAVEL. TRACE ORANGE SILT-MOIST
BOTTOM OF BORING9.0'
c/idtnD
ml
FIELD ENGINECHECKED BY:
ER:[
0. *EI8l£X HOLZMAN
PENTRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
i.
^i'REMARKS
0.9' TO 1.0'THIN PEATLAYER
6.2' TO 6.4*BROWN SILTLENS- WET
PROJECT NO. 303338PROJECT NAME; OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-6ASHEET 1 OF 1
CO
s
lv
Pf*OTECTl\€ MSB* CASING
EL 630.89*
APPROXIMATE EXISTINGGROUND SURFACEEL. 637.78'
NOTES:
BOTTOM OF BORING-
"NOT TO SCALE"
1. RISER PIPE IS 2 IN. I.O. SCHEDULE 40 PVCPIPE. THREADED. FLUSH- JOIN TED.
2. SCREEN IS 2 IN. I.D. PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END Of SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 635.34*
5. WATER LEVEL READING ON 5-4-87.
0 1M4 IT CORPORATIONALL
FIGURE B-7
INSTALLATION DETAILSMONITORING WELL MW-8A
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
...Creating a Safer Tomorrow
DATE BEGAN: +-7-87 PHOTMr Mrt MW-9DATE FINGROUND
ELEV.(FEET)
630.0
620.0
615.2
isurrv 4-B-B7
SURFACE
DEPTH(FEET)
-
2.3
5.0
-
^ ^
' 7.5 *
-
10.0
12.5 "
15.0 "
17.5
20.0 "
22.0 "
-
n - «37.2' M *
SAMPLETYPE
XTXA\S/
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DESCRIPTION
STIFF. DARK GRAY CLAY, SOME LIGHTGRAY CLAY, TRACE ORGANIC MA TIER- OF
1.3'STIFF, GRAY AND ORANGE MOTTLEDCLAY. TRACE ORGANIC MATTER-DRY
[STIFF, MOTTLED CRAY SILT. TRACE-"ORANGE SILT-WET 3.5'5T1FT, GRAY AND ORANGE METTLED
—— , CLAY-DRY 4.2V"I STIFF, BLACK SILT-DRY 4.3'
2'
rVERY STIFF, BLACK, LIGHT GRAY ANDORANGE MOTTLED SILT. TRACEORGANIC MATTER-DRY
7.5'VERY STIFF, BROWN SILT. SOME GRAYSILT, FINE SHALE GRAVEL ANDROUNDED GRAVEL-DRY
11.0'VERY STIFF. GRAY SILT. SOME SHALEGRAVEL-DRY TO MOIST
THINLY BEDDED
MOIST. THINLY BEDDED
WET
~20.0*
DRILLED UNSAMPLED
BOTTOM OF BORING22.0'
c/ici
Y
cl
mld
ml
FIELD ENGINECHECKED BY
ER D. «EtBLED. HOLZMAN
PENTRATION, RESISTANCE(BLOWS PER FOOT)
10 30 50
]•;
I
i)'Im
I
REMARKS
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-9SHEET 1 OF 1
PROTECTIVE fifSER CASWGWTH LOCKING CAP
2.0' SQUARECONCRETE PAD
EL 639.69*
APPROXMA 7F EXSTNGGROUND SURFACEEL 6J7.T9*
2
' 12" I.D. PVC1 PROTECTIVE
CASING12** BORING
6** BORING
BOTTOM Of BORINGNOTES:
1. RISER PIPE IS 2 IN. I.D. SCHEDULE 40 PVCPIPE, THREADED, FLUSH-JOINTED.
2. SCREEN IS 2 IN. ID. PVC PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 630.19*5. WATER LEVEL READING ON 5-4-87
9 1064 IT COM ORATIONALL COFinOHTS ftOERVO
"NOT TO SCALE*
FIGURE B-6
INSTALLATION DETAILSMONITORING W£LL MW-9
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
Safer Tomorrow
DATE BE(DATE FINGROUND
EL£V.(FEET)
630.0
627.7
3AN:_±l*r2Z ————— HOmNO NO MW-9A«WFTV 4-14-87
SURFACE E
DEPTH(FEET)
-
2.5
* «•
~ 7.S "
~ 9.5 -
!•• «••
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^ ^
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^ Vrf
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SAMPLETTPE
\s/
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•7/20
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\S//6\
a
yXiAi?i fiiuMi!iS
DESCRIPTION
TILL (MEDIUM DENSE, BLACK CLAY.SOME CRUSHED STONE. ROOTS AND_, WOOD FRAGMENTS-DRY) 1.0 P-
ISTIFF. ORANGE, UGHT GRAY. BROWN.BLACK, MOTTLED SILT. SOME ORGANICAND FINE GRAVEL-MOIST
VERY STIFF. BROWN AND ORANGE 9LT.SOME FINE TO VERY COARSE GRAVELTRACE BLACK AND GRAY SILT-MOST
VERY STIFF. GRAY. BROWN. ORANGEMOTTLED SILT. SOME FINE TO COARSEGRAV€L-MOIST S.5*VERY STIFF. GRAY. TRACE ORANGE SLT,SOME FINE TO COARSE GRAY SHALE— ] GRAVEL-MOIST f~
BOTTOM OF BORING9.5'
tfldcrt3
N/A
ml
FIELD ENGINECHECKED BY
ER: 0. «BSL£D. HOLZMAN
PENTRAT10NRESISTANCE
(BLOWS PER FOOT)10 30 50
\:\
I+
REMARKS
CHEMICAL 0001
PROJECT NO. 303336PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-9ASHEET 1 Or 1
PROTECTtVE RtSSX CA&NG
EL. 630.58'
APPROXMA Tf EMSTWGGROUND£L2.0' SQUARE
CONCRETE PAD
NOTES;
BOTTOM Or BOR/NG-
•NOT TO SCALT
1. RISER PIPE IS 2 IN. 1.0. SCHEDULE 40 PVCPIPE. THREADED, FUUSH-J04NTED.
2. SCREEN IS 2 IN. J.D. PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 631.33'
5. WATER LEVEL READING ON 5-4-87.
ft 1M4 IT CORPORATIONAU. COPTMflHTS
FIGURE B-9
INSTALLATION DETAILSMONITORING WELL MW-9A
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
a Safer Tomorrow*te MM M» Hi
DATE BFCAN: *"16"*7 „ nnBTTsTP Mn MW-10DATE FINGROUND
ELEV.(FIFO
630.0
626.6*
num. 4-16-87
SURFACE I
DEPTH(FEET)
-
2.5
5.0
-
~ 7.5 "
_
10.0 ~
12.0 ~
-
-
- -
!•• *
^k ^B<
^» *•
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SAMPLETYPE
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A,kAA\5/
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?£X&&TT
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¥
]l'W'V^l"!'(Ti>
DESCRIPTION
FILL (CRUSHED STONE) 0.5*FILL: (VERY STIFF. CRAY. SJLTY CLAY.SOME FINE GRAVEL-DRY) 1.5*-.FILL* fSTIFF. BLACK MATERIAL) 1.75' .
STIFF. BLACK, SILTY CLAY. SOME-»iROpTJ-pAMP 2.5J r—
STIFF, BROWN AND ORANve, MuTTLtu,! 1 SILTY CLAY. SOME ROOTS-DAMP 3.1 f '•FILL (STIFF. BLACK MATERIAL) 3.2'
STIFF. BROWN. ORANGE. LIGHT GRAY.MOTTLED SILT. SOMEF1NE GRAVEL-WET
STIFF. BROWN, ORANGE AND GRAYMOTTLED SILT-WET
0.5
STIFF. BROWN SILT. SOME FINE GRAVEL-MOIST ?6.
VERY STIFF, BROWN AND ORANGEMOTTLED SILT. SOME FINE GRAVEL-MOIST
HARD, BROWN AND ORANGE MOTTLEDSILT. SOME FINE GRAVEL- MOIST
10.T*RY STIFF. GRAY SILT. SOME FINE TOCOARSE SHALE GRAVEL-MOIST
BOTTOM OF BORING12,0'
MUtf)3
N/A
mlN/A
ml
FV*r
ml
FIELD ENGINEER:CHECKED BY-
D. WEIBLED. HOLZMAN
PEN TRATI ONRESISTANCE
(BLOWS PER FOOT)10 30 50
d[/•j
.>--
REMARKS
MAYBE WASTEFROM FORMERPLANTPROCESSES.
SLOUGH?
VERY WET ZONE
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-10SHEET 1 OF 1
<srtK)
>•O
i
P*O7EC71\€ MS&* CASING
2.0' SQUARE NCONCRETE PAD-
£
I
tt
"1
I> x*\^
6'« BORING
EL. 641.03*
3TLr7
\o1
<6X«?
NOTES:
BOTTOM OF BOOING
"NOT TO SCALE"
1. RISER PIPE IS 2 IN. I.D. SCHEDULE 40 PVCPIPE. THREADED. FLUSH-JOINTED.
2. SCREEN IS 2 IN. I.O. PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 637.23'
5. WATER LEVEL READING ON 5-4-87.
1M4 IT CORPORATIONAU. COrtWOHTl
APfWX/HATE EXtSTJNGGROUND SURFACEEL 63139'
FIGURE B-IO
INSTALLATION DETAILSMONITORING WELL MW-10
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
...Crefttlnc a Sater TomorrowTta IM
DATE BEGAN; *-1»-«7 . PHPTMr. Wn MW-11DATE FINGROUND
ELEV.(FEET)
630.0
126.4
,«um. *-16-87
SURFACE
DEPTH(FEET)
-
2.5 "1
.
5.0^ «•
" 7.5 "
-
10.0
12.0 "
^» «•
•v «i
^ 411
^» ^m
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SAMPLETYPE
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DESCRIPTION
FILL (CRUSHED STONE) 0.5*FILL; (^RY STIFF. BROWN, SILTY CLAY.SOME PLANT ROOTS-DRY 1t5'=ri FILL (STIFF. GRAY CLAY. SOME f—Tl 1 WOOD FRAGMENTS-DRY^ 1.TI fTlinLL: f STIFF. BLACK MATERIAL) 1.911 STIFF. BLACK CLAY-DRY ZO*
STIFF. ORANGE. BROWN, LIGHTGRAY. SILTY CLAY. SOME FINE
1 GRAVEL-MOIST1 MEDIUM STIFF. GRAY. ORANGE. BROWN.MOTTLED SILTY CLAY. SOME FINEGRAVEL-MOISTVERY STIFF, GRAY. ORANGE. BROWN.MOTTLED SILTY CLAY. SOME FINEGRAVEL-MOIST ^7.5-VERY STIFF. BROWN. SOME ORANGE,TRACE GRAY. MOTTLED SILT. SOME FINEGRAVEL-MOIST
10.0*HARD. BROWN. TRACE ORANGE SILT-WET 10.B'HARD, GRAY SLT. SOME RNE SHALEGRAVEL-MOIST
BOTTOM OF BORING12.0*
vioin3
N/A
ml
FIELD ENGINECHECKED BY
£R. 0. WE1BLE0. HOLZMAN
PENTRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
t/x-
•
\\\
REMARKS
MAYBE WASTEFROM FORMERPLANTPROCESSES.
WHITE CHEMICALPRECIPITATE
WHITE CHEMICALPRECIPITATE
PROJECT NO. 30333BPROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. MW-11SHEET 1 OF 1
N<
RISER CASING
EL 640.84'
APPROMMA 7T EXS7JNGGROUNO SURFACE£L 6J&J9'
I%
$B
ilI
NOTES:BOTTOM Or BORING'
•NOT TO SCALE*
1. RISER PIPE IS 2 IN. I.D, SCHEDULE 40 PVCPIPE. THREADED, FLUSH-JOINTED.
2. SCREEN IS 2 IN. I.D. PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 636.09*
5. WATER LEVEL READING ON 5-4-87.
1984 IT CORPORATIONALL COnHtCHTS BCSBKO
FIGURE B-l lINSTALLATION DETAILS
MONITORING WELL MW-11
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
a Safer Tomorrow•D* MM M* 1*
p r CHECKED BYAPPROVED BY NUMBER0 303338-A15
D-
r
—I 53 I
5
S- ni
x • -gz OM5 £2 2 " -b 5 3 2^ gz
z » B ° F-_ 3 g -D Wb
? 2 ^ w"« 8 P S|
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IIIIIIoo
9 z
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BENTONITE , CEMENT/BENTONITE GROUT
k
<*t
NOTES:
PROTECTIVE MSB* CASING
EL 640.06*
APPROXIMATEGROUND SURFACEEL 638.31'2.0" SQUARE
CONCRETE PAD
BOTTOM Of BORING
•NOT TO SCALE"
1. RISER PIPE IS 2 IN. I.O. SCHEDULE 4O PVCPIPE. THREADED. FLUSH-JOINTED.
2. SCREEN IS 2 IN. I.D. PVC PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 633.24'.
5. WATER LEVEL READING ON 10-9-67.
Q 19*4 IT CORPORATIONALL COFIWQHT5 RESXVCD
FIGURE B-13
INSTALLATION DETAILSMONITORING WELL MW-12A
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
Creating a Sain Tomorrow
CASINGWtTH LOCKING CAP
D
EXISTINGGROUND SURFACE£L 64O.29'ZO* SQUARE N
CONCRETE PAD
xwws-ww^ wwwwww?v w \v
12* t.O. PVCPROTECTIVECASING
BOTTOM Of BORING "NOT TO SCALE"
NOTES:1. RISER PIPE IS 2 IN. I.D. SCHEDULE 40 PVC
PIPE. THREADED. FLUSH-JOINTED.2. SCREEN IS 2 IN. 1.0. PVC PIPE CONTINUOUS
SLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 630.09'.
5. WATER LEVEL READING ON 10-9-67.
1M* IT CORPORATIONALL COFVMGHTS RESBTrtD
FIGURE B-14
INSTALLATION DETAILSMONITORING WELL MW-13
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTASULA. OHIO
Creating a Saf«r Tomorrow
CO
CO
ISi
MSEX CASWG
EL 641.71'
2.0* SQUARECONCRETE PAD
111
1
APPKQXMA 7T DQSTJNGGROUHO SURFACE£L 64Q.36'
NOTES;
O077VM OF BOMNG
"NOT TO SCAlf
1. RISER PIPE IS 2 IN. I.D. SCHEDULE 40 PVCPIPE. THREADED. FLUSH-JOINTED.
Z SCREEN IS 2 IN. I.D. PVC PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
1 LOVER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 0.0'.
5. WATER LEVEL READING ON 1O-9-87.
19g* IT CORPORATIONALL cm* imm i!t RESERVED
FIGURE B-15
INSTALLATION DETAILSMONITORING WELL MW-13A
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA. OHIO
Creating a Safer Tomorrow*D« MM
o>
si
t
NOTES;
PROTECTIVE BtSE* CASING
EL 638.94'
EXISTINGGROUND SURFACEEL 6J6.77*
BOTTOM Of BOMNG?NOT TO SCAtT
1. RISER PIPE IS 2 IN. I.D. SCHEDULE 40 PVCPIPE. THREADED. FLUSH-JOINTED.
2. SCREEN IS 2 IN. I.D. PVC PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 636.69*.
5. WATER LEVEL P2ADING ON 10-0-87.
« 1*84 IT CORPORATIONALL COPYRIGHTS RESERVED
FIGURE B-IGINSTALLATION DETAILS
MONITORING WELL MW-U
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA. OHIO
Creating a Sata TomorrowDo Not Sc*i* Tnu Drawing
oCM<
storo
PROTECTIVE 4XSEff CASING
*•*
*>
EL 638.85*
EXISTINGGROUND SUWAGEEL 636.47*
BOTTOM
NOTES;"NOT TO SCAl£"
1. RISER PIPE IS 2 IN. 1.0. SCHEDULE 40 PIPE PVCPIPE. THREADED. FLUSH-JOINTED.
2. SCREEN IS 2 IN. I.D. PVC PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOWER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 630.40*.
5. WATER LEVEL READING ON 10-9-87.
1984 IT CORPORATIONALL COPYRIGHTS RESERVED
FIGURE B-17
INSTALLATION DETAILSMONITORING VELL MW-15
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA, OHIO
ES3 Creating a Sater TomorrowDo Not Scut Thu Drawing
I
*!&MB
5
RtS£* CASING
ZO' SQUARE HCONCRETE PAD
FEL 639.15*
APPXQXMATE &tST*<GGROUND SV*FXC££L
NOTES;
BOTTOM Of BORING-*
"NOT TO SCALE"
1. RISER PIPE IS 2 IN. I.D. SCHEDULE 40 PVCPIPE. THREADED. FLUSH -JOINTED.
2. SCREEN IS 2 IN. I.D. PVC PIPE CONTINUOUSSLOT SCREEN (0.010 IN. SLOT SIZE).
3. LOVER END OF SCREEN IS CAPPED.
4. ELEVATION OF WATER LEVEL 636.05'.
5. WATER LEVEL READING ON 10-9-67.
1M4 IT COMPOftATKMMJ. cormMHTi natuvo
FIGURE B-18INSTALLATION DETAILS
MONITORING WELL UW-16
PREPARED FOR
OCCIDENTAL CHEMICAL CORPORATIONASHTABULA. OHIO
Creating a Saf «x Tomorrow
DATF BFCAN: ^'f"87 „ nnPTMP \tr\ P-14DATE FINGROUND
ELEV.(FEET)
630.5
,«urrv 4-14-87
SURFACE
DEPTH(FEET)
2.5 "
-
5.0
_
" 7.5 ~
9.0
-
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As-s'[(
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DESCRIPTION
ASPHALT 0.5'FILL; (CRAY AND BROWN GRAVEL)
~1.5*VERY STIFF. ORANGE. BROWN. ANDLIGHT GRAY MOTTLED SILT. SOME FINEGRAVEL-DRY
MOIST4.5'
VERY STIFF. BROWN. SOME LIGHT GRAYAND ORANGE MOTTLED SILT. SOME FINEGRAVEL-WET fl ff
Iw* w
HARD. BROWN. DARK GRAY. ORANGEMOTTLED SILT. SOME FINE GRAVEL-MOIST 7.5'
VERY STIFF. GRAY, SOME ORANGE SILT.SOME GRAVEL-MOIST
BOTTOM OF BORING9.0'
tridvid
N/A
ml
HELD ENGINECHECKED BY:
ER:I
D. VG8LE3. HOLZMAN
PENTRAT10NRESISTANCE
(BLOWS PER FOOT)10 30 50
-•l\-1
REMARKS
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-14SHEET 1 OF 1
OAT* BEGAN- *- 10-07 nORTNC MH °-1*. «. .- a\Jsun\x PiU. ,. — - — __DATF FIMISMEB* _ *-10-87
GROUND
ELEV.(FEET)
630.5
SURFACE
DEPTH(FEET)
-
2.5
- -
5.0 ~
~ 7.5 "
9.0
^v ^m
^K «•
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-
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SAMPLETYPE
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DESCRIPTION
FILL (LOOSE. BROWN. WELL GRADED.CRUSHED STONE-DRY)
1.5'MEDIUM STIFF. BROWN. ORANGE ANDUGHT GRAY MOTTLED SILT. WEATHERED.SOME PLANT ROOTS AND GRAVEL-DRYVERY STIFF. BROWN. ORANGE AND UGHTGRAY MOTTLED SILT, WEATHERED. SOMEPLANT ROOTS AND GRAVEL-WET TOMOIST
VERY STIFF, BROWN. UGHT GRAY.ORANGE, MOTTLED SILT. SOME COARSEAND FINE GRAVEL-MOIST
BOTTOM OF BORING9.0'
vi6viD
N/A
ml
HELD ENGINECHECKED BY
•ER 0. *EiBUED. HOUMAN
PEN THAT! ON, RESISTANCE(BLOWS PER FOOT]
10 30 50
i.'1\
REMARKS
PROJECT NO. 303330PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-15SHEET 1 OF 1
OATF BEGAN: 4"l3"a7_,_ ,, pnPTTMP. Mrt P-16DATE HNGROUND
EL£V.(FEET)
630.0
626.0
Iaunv *-1W7
SURFACE 1
DEPTH(FEET)
2.5
^ ^
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-
" 7.5 ~
9.0*-
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DESCRIPTION
MEDIUM STIFF. BROWN CLAYEY SLT,SOME RNE GRAVEL AND PLANT
ROOTS-DRY 1 5.
MEDIUM STIFF. BROWN, ORANGE. BLACK.MOTTLED SILT. SOME FINE GRAVEL-DRY
VERY STIFF. BROWN WITH SOME ORANGE.MOTTLED SILT. SOME RNE GRAN€L-WET
VERY STIFF. BROWN WITH SOME GRAY,MOTTLED SO.T-WET a.73*-. VERY STIFF. GRAY SILT. SOME r-
GRAVEL-WET
BOTTOM OF BORING9.0*
«d(rf3
ml
FIELD ENGINECHECKED BY
ER: 0. WEIBLE9. HOLZMAN
PENTRATiONRESISTANCE
[BLOWS PER FOOT)10 30 50
i
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"•(N"k.
REMARKS
Y£T ZONE FROM3.0' TO 3.2*
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL. CHEMICAL CORPORATION
BORING NO. P-16SHEET 1 OF 1
DATE BEGAN: lO-BJ BriDTVn MA P-17
DATE FINGROUND
ELEV.(FEET)
630.4
num. 4-10-87
SURFACE (
DEPTH(FEET)
1
2.5
^ MM
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9.0
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L£
"$yrrw)fl)?'<n
DESCRIPTION
FILL: (GRAY AND BROW CRUSHEDROCK)
i.rSTIFF, DARK BROWN TO BLACK, SANDYSILT, SOME RNE CRUSHED STONE ANDPLANT ROOTS-DRY 3.0'VERY STIFF. BOCK AND GRAY MOTTLEDSILT, TRACE ORGANICS AND CLAY-DRY
MOIST
VERY MOIST
VERY STIFF. BROWN, GRAY AND ORANGEMOTTLED SILT-WET
BOTTOM OF BORING9.0*
(/)uw3
N/A
ml
FIELD ENGINECHECKED BY:
ER D. WO0LED. HOLZMAN
PENTRAT10N, RESISTANCE{BLOWS PER FOOT)
10 30 50REMARKS
DRILL RtG HITSCRAP STEELMOVED BORING2.0' FROMORIGINALLOCATIONALL SAMPLESHAD STRONGCHEMICAL ODOR
1
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-17SHEET 1 OF 1
DATE BEGAN: 4"10~a.7 , , . BnPTVn wn P-18DATE FINGROUND
ELEV.(FETQ
630.1
15urn. 4-10-a? -~—— .w.SURFACE I
DEPTH(FEET)
-
2.5
-
5.0
-
~ 7.5 "
~ 9.0- -
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DESCRIPTION
FILL: (CRUSHED STONE) 0.5*STIFF. ORANGE. BROWN. GRAY. MOTTLEDCLAYEY SILT. WCATHERED-ORY t.s'_ VERY STIFF. DARK BROWN AND _
BLACK. CLAYEY SILT. SOME |COARSE GRAVEL-DRY 1.0* I
_ VERY STIFF, ORANGE. BROWN AND -LIGHT GRAY. MOTTLED CLAYEY |SILT-MOIST 3.0* 1STIFF. ORANGE. BROWN AND LIGHT
1 GRAY MOTTLED SILT-MOIST 4.5* rSTIFF. BROWN, MOTTLED CLAYEY SILT.SOME FINE TO COARSE GRAVEL-MOIST
6.0*VERY STIFF. BROWN MOTTLED SILT-MOIST
SLIGHTLY ¥CT B.O*
HARD. BROWN SLT-WET
BOTTOM OF BORING9.0*
Mdtfi3
N/A
ml
HELD ENGINECHECKED BY
ER 0. WE1BU3. HOL2MAN
PENTRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
|1
•
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REMARKS
CHEMICAL ODOR
WET SANDYZONE AT -2.T
CHEMICAL ODOR
PROJECT NO. 303338PROJECT NAME: OCODENTAL CHEMICAL CORPORATION
BORING NO. P-18SHEET 1 OF 1
DATE BEDATE FINGROUND
ELEV.(FEET)
630.0629.4
BAN:_4-13=87 ————— BORIWfi NO P-19ISHED: «-'«7SURFACE 1
DEPTH(FEET)
m» ^™
2.5
-
" 3.0
-
' 7.3 "
-
9.0
-
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DESCRIPTION
hFILU (CRUSHED STONE) 0.25' rEKY STIFF. BROWN SILT. SOME FINE TO
COARSE GRAVEL, TRACE PLANT ROOTS-— iQRY 1.8'r-
MEDIUM STIFF. BROWN AND GRAY fSILT-WET i.rl
MEDIUM STIFF. BROWN, ORANGE ANDLIGHT GRAY MOTTLED SILT. SOMEGRAVEL-DAMPMOIST
WET
VERY STIFF. BROWN. ORANGE ANDLIGHT GRAY MOTTLED SILT, SOMEGRAVEL-MOIST
HARD. BROWN. GRAY SILT WITH SOMEORANGE SILT. SOME RNE GRAVEL-MOIST
BOTTOM OF BORING9.0*
0)0«f3
,N/A,
ml
HELD ENGINECHECKED BY:
ER: D, WdBLE3. HOLZMAN
PENTRAT10Nf RESISTANCE(BLOWS PER FOOT)
10 30 SO
Ik\
^
REMARKS
CHEMICAL OOOR
CHEMICAL ODOR
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-19SHEET 1 OF 1
DATE BEDATE FINGROUND
ELEV.(FEET)
630.0
629.2
^AW- 4—14—67 T3rtOTT.Tr« Mrt P — 20**•*• ——————————————— HDRTNCi NO. *" *w
'«"FD- ,4"14-«7
SURFACE (
DEPTH(FEET)
•• ^
2.5
_
" 3.0 "^ *«
L 7.5 "
9.3
_
v» «•
-
_
•*» ••
•^ ^
P^ «V
1 - *»-r M - F
SAMPLEnPE
ST-1/
/i as\s//2\\s//3\\s//*\\s//»\
^L
£SKr^S!ifJ i t'^V( /*J( '('?5rf'r
DESCRIPTION
RLL: (CRUSHED ROCK)
__ __ __ __ ~2.0'STIFF. ORANGE, LIGHT GRAY ANDBROWN MOTTLED SILT. SOME GRAVEL-MOIST . ,.,w
6.3'VERY STIFF, BROWN SLT-WET 7 2g.
VERY STIFF. ORANGE. BROWN, LIGHTGRAY, MOTTLED SILT. SOME GRAVEL-MOISTVERY STIFF, ORANGE. BROWN. LIGHTGRAY TO DARK GRAY MOTTLED SILT-WET
BOTTOM OF BORING9.5*
M<JcnD
N/A
ml
HELD ENGINECHECKED BY
ER: D. WOBLE3. HOLZMAN
PENTRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
L.\\
•
REMARKS
DRILLEDTHROUGH CRAVE.
AT 5.4' A 1"ZONE WTHCHEMICAL ODOR
;
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-20SHEET 1 OF 1
DATE BEDATE FINGROUND
ELEV.(FEET)
630.0
GAN: *-9-67 ————— BORING NO P-21'S"FD- +-»-B7SURFACE
DEPTH(FEET)
-
2.5
-
5.0 ~
-
' 7.5 '
^ ^
" 9.0' "
-
^ +m
-
-
^» •«
^» ^
_
n . 639,0' N - ?
SAMPLETYPE
N5/
SrSir^N&K
c
£>ftV
i!f
rt
it
DESCRIPTION
FILL: (GRAY AND BROWN CRUSHEDSTONE) 1.0'VERY STIFF, ORANGE AND LIGHT GRAYMOTTLED SILT-ORYVERY STIFF, ORANGE AND LIGHT GRAYSILT. SOME BLACK MOTTLED SILT ANDFINE GRAVEL-DRY
MOIST
1 STIFF. GRAY, SOME ORANGE AND 1=H BROWN. MOTTLED SILT-DRY 4.6' rT STifF. ORANGE AND BROWN A m, [
MOTTLED SILT-ORY 4.8' |STIFF. ORANGE AND BROWN MOTTLEDSILT-WET ST
STIFF. ORANGE. BROWN, LIGHT GRAYSILT. TRACE RNE GRAVEL- WETHARD. ORANGE. BROWN. LIGHT GRAYSLT. TRACE FINE GRAVEL-MOIST
^H
BOTTOM Of BORING9.0*
vid</iD
N/A
ml
FIELD ENGINECHECKED BY:
ER: D. WE1BLE3. HOLZMAN
PENTRAT10NRESISTANCE
(BLOWS PER FOOT)10 30 50
|x\
REMARKS
PROJECT NO. 303330PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-SHEET 1 Of 1
DATF flECAN: «- 10-87 nnnTMP MH P-22DATE FINGROUND
ELEV.(FEET)
4-10-87-40-
630.2
^m. *-'0-87 .MM,,,,,,
SURFACE
DEPTH(FEET)
_
2.5
-,
5.0
-
' 7.5 "
9.0'
Ml* «•
^B ••
_
^V *•
-
-
•PB* ^
n . 639.2' M P
SAMPLETYPE
VA\s/
fa\5^/3\
\5//*\SA,
IL
£
1'l1!!'?1i-s(i(*'/i
DESCRIPTION
-i ASPHALT 0.2' . ———CONCRETE 1.0*FILL: (GRAY CRUSHED STONE) 1.5*MEDIUM STIFF. DARK BROW AND GRAY,MOTTLED CLAYEY SILT. SOME GRAVEL-MOIST 3Q.
STIFF. BROWN. CRAY, MOTTLED SILT.TRACE BLACK ORGANICS-VCT
VERY STIFF, BROWN /CRAY/ORANGEMOTTLED SILT. TRACE GRAVEL-WET
HARD. BROW4/GRAY/ORANGE MOTTLEDSILT. SOME GRAVEL TRACE BLACKORGANICS-MOIST TO DRY 75-
HARD. BROWN SILT, SOME GRAVEL-WET TO DRY
BOTTOM OF BORING9.0*
tfiuvi3
N/A
ml
FIELD ENGINECHECKED BY
£R 0. wdBLED. HOLZMAN
PENTRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
\
\1\
K
REMARKS
PROJECT NO. 303330PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-22SHEET 1 OF i
DATE BEGAN: *-13-«7 on»TMr Mrt P-23DATE FINGROUND
ELEV.(FEET)
r-H84i•J 629.1 u
mFn. 4-13-67 .-„,„„ „„
SURFACE (
DEPTH(FEET)
-
2.5
5.0
^ *m
~ 7.5 ~
" 9.0' "
-
•v v*
^k ^H
^B ^H
^B «m
•H ^M
-
-
•» "
^A ^H
•^ ^m
^m ^M
-. . 838.8' M ff -
SAMPLETIPE\s//1\V/
/2\\S/
sf\\s//^\\s//5\\S/
X«\
i£XJ
f» '!i.i'
'!1
DESCRIPTION
—i FILL (CRUSHED STONE) 0.1 Tp-MEDIUM STIFF, ORANGE. BROWN. ANDLIGHT GRAY MOTTLED SILT. SOME FINEGRAVEL-DRYSOFT. ORANGE. BROWN. ANDLIGHT GRAY MOTTLED SILT. SOME FINECRAVEL-WCT
NO RECOVERY
SOFT. BROWN TO BUCK SILT, SOMEFINE GRAVEL-WET
VERY STIFF. BROWN, ORANGE. BLACK,LIGHT GRAY MOTTLED SILT. SOME FINEGRAVEL-DRYHARD. GRAY. BROWN. SOME BLACK.SOME ORANGE MOTTLED SILT. SOMEFINE GRAVEL-MOIST
BOTTOM OF BORING9.0*
rf0ri3
|N/A,
ml
HELD ENGINECHECKED BY-
ER:I
0. MdBL£3. HOLZMAN
PENTRATION, RESISTANCE(BLOWS PER FOOT)
10 30 SO
(N
-\^L
REMARKS
HIT STEELCONDUIT PIPE,MOVE -4.0' ANDRILL TO 6.0' :TAKE S-5.AT 6.4* WHITECHEMICALPRECIPITATENOTICED IN SOI
PROJECT NO. 303336PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-23SHEET 1 OF 1
DATE BEDATE FINGROUND
ELEV.(FEET)
830.0
9-21-87-<**•
620.0
618.7
*AU. »-21-87.<urn. 9-21-87
SURFACE I
DEPTH(FEET)
^m ^H
2.5
_
5.0•• ^
^ *•
••» ••
7.5
10.0
_
12,5
-
15.0
17.5
20.0 "
_
_
n_. *3S.r
SAMPLETYPE
\«/
/ 1\
\S/
/2 \
/3\
\S/
/ \
AXXXXX
^L
iK1
11£sV^tiiXJ
v-Nt>m
Jij
I^
8
fi
BORTNC NO P-24
N N/A p N/A
DESCRIPTION
MEDIUM STIFF. BROWN SOY CLAY.SOME ROOTS. SOME FINE TO MEDIUMGRAVEL-MOST i.rMEDIUM STIFF. BROWN AND ORANGE.MOTTLED SfLTY CLAY. SOME FINE TOMEDIUM GRAVEL-MOST
VERY STIFF. BROWN. ORANGE AND LIGHTGRAY. MOTTLED SU.TY CLAY. SOMEFINE TO MEDIUM GRAVEL-DRY
HARD. BROWN. ORANGE AND LIGHTGRAY. MOTTLED SU.TY CLAY. SOMECOARSE GRAVEL AND BLACK SILT-DRY
10.0*SOFT. ORANGE, FINE TO MEDIUMSAND-WET 10.1* .
HARD. ORANGE AND BROWN. MOTTLEDSH.TY CLAY. SOME BLACK SO.T.SOME FINE TO COARSE GRAVEL-MOST
1ZO*VERY STIFF. BROWN SU.T-MOST 12,5'^RY STIFF. ORANGE SILT-WET
13 *VERY STIFF. GRAY CLAYEY SQ.T. SOMERNE GRA\€L-WET
18.0*VERY STIFF. GRAY SLTY CLAY. SOMEFINE GRA\€L-VCTVERY STIFF. GRAY SD.TY CLAY. SOMEFINE GRANffL-MOST 18.0*VERY STIFF. GRAY SO.T-WCT
BOTTOM OF BORING20.0*
tffd"I
d
1SLTd
ml
d
ml
FIELD ENGINECHECKED BY:
ER: D. VdBLE0. ROHAUS
PENETRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
]S
,
i!\
REMARKS
r BROWN sn.rtCLAY LAYER AT3.0'
SH.T CONTENTOF SOILS ISINCREASING
NO RECOVERYFOR S-8REPUSH TORECOVERSAMPLE
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-:SHEET 1 OF 1
DATE BEGAN: ,.„. 9-22-87 __. nnmvn urn P-MDATE RNGROUND
CL£V.(FEET)
9-22-87^
630.0
627.8
M^n. 9-22-8' .™»,,w ——
SURFACE I
DEPTH(FEET)
2.5.
5.0-
7.3
10.0•v mm
mm «•
^B «Bri
••• «•
••• ••
>^» mm
••• ^H
^B ^M
mm «M
^B ••
•B "
^ ^
•1 «•
n . 037.8' M N/A ff N/A
5AMPUT1FE
\S/
/ 1 \
\S/
/2\
V/3\
\S/
/4\
\V
/5\
^L
^
^i2$iE
DESCRIPTION
STIFF. DARK BROWN. ORANGE AND1 BLACK. MOTTLED CLAYEY SO.T. SOME fROOTS AND FINE GRAVEL-DRY 0.5* 1VERY STIFF. ORANGE. GRAY ANDBROWN. MOTTLED CLAYEY 9LT. SOMEROOTS AND FINE GRAVEL -DRY
3.5'VERY STIFF. ORANGE. BROWN AND GRAY,MOTTLED CLAYEY SILT, SOME FINEGRAVEL-MOST
5.8*VERY STIFF, BROWN SILT. SOMEMOTTLED ORANGE AND GRAY SO.T-WET
8.0*VERY STIFF. GRAY CLAYEY SIT. SOMEFINE TO MEDIUM GRAVEL-DRY TO MOST
BOTTOM OF BORING10.0*
wid</}3
ml
HELD ENGINECHECKED BY:
ER: 0. WEIBLED. ROHAUS
PENETRATION, RESISTANCE(BLOWS PCK FOOT)
10 30 50
l<iREMARKS
PULL RIG5* FORWARD ANPUSHED ASHELBY TUBESH-A FROM 4'TO 8*. 22"RECOVERY
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-2SHEET 1 Of 1
DATE BEGAN: »-23-87 nnoTMr Mn P-77DATE FINGROUND
ELEV.(FEET)
630.0
626.0
Ieucn. 9-23-67 , ——— „, ——
SURFACE E
DEPTH(FEE )
-
2.S
-
3.0^ ^
h 7.3
_
10.0
••• ^m
^B «•
•« ^V
•V ^"
•• •••
^B «A
!•» ^
n . 636.0' M N/A p N/A
SAMPLETYPE
\S/
/ 1 \
VA\s/
/J\
\7/ \VA
(i
11§N.MIVrf
DESCRIPTION
-i FTLU f GRAVEL; 0.2* ri\€RY STIFF. 8ROWN SILTY CLAY. SOME r
ORANGE CLAY AND ROOTS-DRY Q.T\VERY STIFF. ORANGE, BROWN ANDGRAY, MOTTLED SILTY CLAY. SOME FINEGRAVEL AND ROOTS-DRY
6.0'VERY STIFF. BROWN CLAYEY SILT.TRACE ORANGE AND GRAY MOTTLEDSILT. SOME FINE TO MEDIUM GRAVEL-MOIST TO DRY
9.0*VERY STIFF. GRAY SILT. MICACEOUS-MOIST
BOTTOM OF BORING10.0*
viOirtD
|nA|
d
ml
mh
HELD ENGINECHECKED BY
•£R 0. WBBLED. ROHAUS
PENETRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
-•\*i
REMARKS
PROJECT NO. 303336PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-27SHEET 1 OF 1
DATE BEDATE FINGROUND
ELEV.(FEET)
9-23-87. ^J«o.o *-
620.0
617.8
SAN: g-"-87 ———— RORTfJr, WO. P-28IWED. 9-23-87
SURFACE 1
DEPTH(FEET)
_ w
2.5
-
5.0
-
7.5
-
10.0
12.5
- -
15.0
17.5
20.0 ~
_ -
-
-L. 637.8' N N/A W N/A
SAMPLETVPE
\S/
/\sH-y/22.S
YAVAYA
YA
uu
\1*Ifi!'?M!(:i'1K
1
DESCRIPTION
VERY STIFF. ORANGE. BROVM AND GRAY.MOTTLED CLAYEY SILT. SOME FINEGRAVEL SOME ROOTS-DRY
3.0*
|V€RY STIFF. BOCK. GRAY. ORANGE ANDBROWN. MOTTLED CLAYEY SILT, SOMEFINE GRAVEL AND ROOTS-DRY
5.0*VERY STIFF, BROWN. ORANGE ANDGRAY, MOTTLED CLAYEY SILT. SOMEFINE GRAVEL AND ROOTS-DRY
-7.5*VERY STIFF. BROWN SILT-WET
9.0'
I VERY STIFF. BROWN SLT. SOME BLACKSILT. WITHERED, VERY THINLYLAMINATED. SOME FINE GRAY SHALEGRAVEL- MOIST TO DRY
12,5'VERY STIFF. GRAY CLAYEY SILT. SOMEFINE TO MEDIUM GRAVEL-DRYVERY STIFF. GRAY CLAYEY SILT. SOMERNE TO MEDIUM GRAVEL-MOIST
BOTTOM OF BORING20.0*
vfU»3
ml
mh
ml
HELD ENGINECHECKED BY-
r*- D. WEIBLE0. ftOHAUS
PENETRATION, RESISTANCE(BLOWS PER FOOT)
10 30 50
^
\
'
\
^
f
>8
/!
REMARKS
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-26SHEET 1 OF t
DATE BEGAN: 9-23-67 ————— POPTWft wn P-29
DATE FINGROUND
ELEV.(FEET)
630.0
626.0
I«WFH. *-2J-o7
SURFACE 1
DEPTH(FEET)
2.5
-
5.0
-
7.5
_
10.0
IV «M
-
-
^» «^
n . 638.0* H N/A 7 N/A
SAMPLETYPE
YA\S/
/2\
[.t
£
iS^^T^^V
w
DESCRIPTION
VERY STIFF. BROWN CLAYEY Sn_T.SOME MOTTLED ORANGE AND GRAYSILT. WEATHERED. VERY THINLYLAMINATED. TRACE ROOTS AND FINE TOMEDIUM GRAVEL-DRY
9.3'Vt«t STIFF, GRAY CLAYEY SILT, TRACE
~~1 FINE GRAY SHALE GRAVEL-MOIST ["
BOTTOM OF BORING10.0*
M0en
ml
HELD ENGINECHECKED BY
ER 0. WEIBLE0. ROHAUS
PENETRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
•\\
h
REMARKS
PROJECT NO. 303336PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-29SHEET 1 OF 1
DATE BEGAN: — >~24-87 ———— nnPTMr wn P-VlDATE FINGROUND
ELEV.(FEET)
9-24-87
030.0
628.4
i wfn- *-**-»/SURFACE I
DEPTH(FEET)
-
_
2.5•V ^
4* *fl
5.0-
7.5
~ 10.0
•^ ^A
- -
-
- -
-
mm ^m
*» ^n
* «!•
•W *«
-, . 83a4* js N/A p N/A
SAMPLETYPE
X/ 24
VA/ 3\
^L
9avil1>i'
DESCRIPTION
SOFT. BROWN SILTY CLAY. SOME~1 ROOTS AND FINE GRAVEL- WET 0.5' PMEDIUM STIFF. BROWN AND ORANGE.MOTTLED SILTY CLAY. SOME ROOTSAND RNE GRAVEL-MOIST
1 MEDIUM STIFF. BROWN AND ORANGE,MOTTLED SILTY CLAY. SOME ROOTSAND FINE GRAVEL. THINLY BEDOED-DRY
8.0*HARD. GRAY SILT-WET
BOTTOM OF BORING10.0'
O
d
mh
FIELD ENGINECHECKED BY:
ER: D. WEIBLE0. ROHAUS
PENETRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
f v\\[a\? i
REMARKS
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
BORING NO. P-30SHEET 1 OF 1
DATE BEDATE FINGROUND
ELEV.(FEET)
640.0
632.6
3AN: *"*4-87 . . HOPTNfi. MH P-31iSWFp. »7Z4-87
SURFACE 1
DEPTH(FEET)
_
2.5
-
3.0^ *•
!•» ^n 7.3
L_ 8'°
•^ ^
I B tfV
^» «••
^ •*•
^ «tfl
•* ^*
^B «*
(•*• «tf
^m ^HI
••• ^H
• ^B
n . 640.6' |j N/A fi N/A
SAMPLETYPE
*v /\V
/1\
/2\
^^
w
i%1
DESCRIPTION
SOFT. DARK BROWN StLTY CLAY. SOME.ROOTS AND FINE GRAVEL-MOIST
" R7lTIFFrBROWN."nNE ~TO~ MEDIUM""1GRAVEL. SOME ORANGE AND BROWN
- CLAY AND SILT. SOME ROOTS-MOIST ~*2,3'
VERY STIFF. BROWN. ORANGE ANDGRAY. MOTTLED CLAYEY SILT. SOMEROOTS AND FINE GRAVEL-MOIST TO
— ." Tjfi ' 7 **
HARD, GRAY SILT. TRACE FINE GRAY" SHALE 9RAVEL-MOIST
BOTTOM OF BORING8.0*
wdvj
d
gc
ml
mh
HELD ENGINECHECKED BY:
ER: D. WDBLE0. ROHAUS
PENETRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
-\\[
REMARKS
INCREASINGBROWN 9LTCONTENT INSOIL
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
SORING NO. P-31SHEET 1 OF 1
DATF BEGAN: . »-24-67 ,_.. POPTOn MO P-32DATE FINGROUND
ELEV.(FEET)
9-24-87*&•
630.0
628.5
Iaum. 9-24-67 .-....„.
SURFACE 1
DEPTH(PEED
—
2.9
•* *fl
5.0
-
7.5
10.0^» *v
" «•
_
-
- -
-
^» «•
•V ••«
n . 638.3* M N/A F N/A
SAMPLETWE
\S/
/ 1 \
\S/
/2\
VAVAVA
^L
1iJI;':"'417«
'f f
YP!iiMM'
DESCRIPTION
STIFF. BROWN CLAYEY SILT. SOMEROOTS AND FINE GRAVEL-MOIST
ZO1
MEDIUM DENSE. BROWN AND ORANGE— (GRAVEL AND FINE SAND-WCT 2.5' TVERY STIFF. BROWN, ORANGE AND GRAY.MOTTLED CLAYEY SILT. SOME FINE , „.GRAVEL-MOIST *-0VERY STIFF. BROWN SILT. TRACTORANGE AND GRAY MOTTLED SILT-WET
7.3'VERY STIFF. BROWN. ORANGE AND GRAY.CLAYEY SLT. SOME FINE GRAVEL-MOIST—i B.3VVERY STIFF. GRAY SILT-WET
BOTTOM OF BORING10.0*
*-
(/iut/i3
ml
Qfn
ml
mh
ml•(••MH^ M
mh
FIELD ENGINECHECKED BY:
ER: D. WEIBLED. ROHAUS
PENETRATION, RESISTANCE(BLOWS PER FOOT]
10 30 50
IiiREMARKS
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPORATION
DATE BEGAN: •zZlrfl? . pnpTMr Mn p-nDATE FINGROUND
ELEV.(FEET)
9-24-87
630.0
626J
lft4Cn. 9-24-87
SURFACE I
DEPTH(FEET)
~ 2.5 '
-
5.0_
7.5
_
10.0
_
™» ^
••» <••
^* mm
•to l
•to ^M
•V ^
•» M
•V W
-. . 636.3* jq- N/A u» N/A
SAMPLETYPE
\S/
\S/
/2\
>(
yAVA
[•
a
s*
Ifj
DESCRIPTION
— VERV STfFF. BROWN SILTY CLAY,\ SOME ROOTS-MOIST 6.3*
VERY STIFF, ORANGE. BROWN AND GRAYCLAfEY SILT, SOME ROOTS AND FINE, ..GRAVEL-MOIST 1-fl
-I VERY STIFF, BLACK SILT 2.2'MEDIUM DENSE. BROWN AND ORANGE.__ AOAuei Akin CAKin TBA^T Bonuu
SILT AND ROOTS-WET 3.0*VERY STIFF. BROWN. ORANGE ANDGRAY. MOTTLED CLAYEY SILLFINE GRAVEL-MOIST TO DWft"»
VERY STIFF. BROWN, ORANC^ ANDGRAY, MOTTLED CLAYEY SH.T. SOMEFINE GRAVEL, TRACE GRAY SHALEPEBBLES- MOIST TO DRY
9.0*HARD, GRAY SILT-MOIST
BOTTOM OF BORING10.0'
d
a
mh
9m
ml
mh
FIELD ENGINECHECKED BY:
ER: 0. WDBLED. ROHAUS
PENETRATIONRESISTANCE
(BLOWS PER FOOT)10 30 50
i
I\,\
REMARKS
VERTICAL VEINSOF WET GRAYSILT
PROJECT NO. 303338PROJECT NAME: OCCIDENTAL CHEMICAL CORPOBA-nnw
BORING NO. P-33
Canonie BoringLogPROJECT No.BORING No. _LOGGED BY T Dun
PAGE J__ OF _1
PROJECT NAME Occ \ D£MT*L Cwfcwc.M_ Co«-Pe>o_K-noKj
BORING LOCATION Stf-n**>*vr CoDRILLER Mio-tx«€.«tN Gea-n
DE
PT
H
5
10
ii
•
SAMPLE1
No. [TYPE
1
______
INTERVALFROM 1 TO
11
1
eye? of fre 6etct-t . IMC .
BLOWCOUNT
0 1 66 1 12
1>
t
i
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ES
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Canonie ObservationWell DetailsPROJECT No. 88-085-06WELL No. MW-17
PROJECT NAME OCCIDENTAL CHEMICAL CORPORATION - ASHTABULA. OHIO_______
BORING LOCATION SEE DWG. 88-085-E141 DATE 7-10-90 BY TCD
REDDISH BROWNSILTY CLAY (CL)
GRAY SILTY CLAY (CL) ' a" a*.
NOTES:
1. NOT DRAWN TO SCALE.2. SEE BORING LOG MW-17
FOR DETAILED SOIL DESCRIPTION.
6" DIA. STEEL PROTECTIVE CASING
ELDEPTH 0.0
: GROUND SURFACE
-CEMENT-BENTONITE GROUT
2" DIA. SCH 40 BLANK PVC PIPE
EL. BOTTOM OF 6" DIA. STEDEPTH
ELDEPTH 1.5
BENTONITE PELLETS
EL
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7 TOP OF SEAL
DEPTH
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0.010" SLOT2" DIA. SCH 40 PVC SCREEN
No. 5 QUARTZ SAND
EL BOTTOM OF SCREENDEPTH 8.5'AND BORING
Canonic? BoringLogPROJECT No.,BORING No.__
LOGGED BY T
PAGE J__ OF \
PROJECT NAME Cfr4i.lMUC.KU Co«-
BORING LOCATION SURFACE ELEV.DRILLER Mio-fcxvrt.a.M OeoTt-o*. INC . DATE- START 7/1/10 FINISH 7/11
h- ia. ro I
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AND REMARKS
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Canonie ObservationWell DetailsPROJECT No. 88-085-06
No. MW-18
PROJECT NAME OCCIDENTAL CHEMICAL CORPORATION - ASHTABULA. OHIO_______
BORING LOCATION SEE DWG. 88-085-E141 DATE 7-10-90 BY TCO
6" DlA. STEEL PROTECTIVE CASING
q
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CONTACT DEPTH 8.5' -
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. aoio" SLOTX 2* DlA. SCH 40 PVC SCREEN
i/— No. 5 QUARTZ SAND
EL BOTTON OF SCREEN
iDEPTH 20.0' AND BORING
NOTES:
1. NOT DRAWN TO SCALE.2. SEE BORING LOG MW-18
FOR DETAILED SOIL DESCRIPTION.
Canonie BoringLogPROJECT No.. "BORING NO. MW-rt
LOGGED BY T t)ui_L
PAGE J __ OF J ___
PROJECT NAME Occ »ofcwT*u CHE.M>C*.U COB.POB-K-MOK)
BORING LOCATION So^m „ _IDt OT £VTE flOFT ivllint. 1UJM.Y VlMJ_\
ORILLER Mto- t>.vr«.a>4 6eo-r«.c>t . t*c - DATE-
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BLOWCOUNT
06
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SOIL DESCRIPTIONAND REMARKS
HML& &w~»» SiwTV CUM- , W«»sT
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Canonie ObservationWell DetailsPROJECT No. 88-085-06WELL No. MW-19
PROJECT NAME OCCIDENTAL CHEMICAL CORPORATION - ASHTABULA. OHIO_______BORING LOCATION SEE DWG. 88-085-EH1 DATE 7-10-90 BY TCD
J_L
BROWN SILTY CLAY (CL)
6" OIA. STEEL PROTECTIVE CASING
ELDEPTH 0.0rGROUND SURFACE
CEMENT-BENTONITE GROUT
2" DIA. SCH 40 BLANK PVC PIPE
DEPTH
EL
1.0:TOP OF SEAL
BOTTOM OF 6" DIA. STEDEPTH 1.5'PROTECTIVE CASING
BENTONITE PELLETSELDEPTH 2.0
rTOP OF BACKFILL
EL 7 TOP OF SCREENDEPTH 3.0
0.010* SLOT2" DIA. SCH 40 PVC SCREEN
— No. 5 QUARTZ SAND
EL BOTTON OF SCREENDEPTH 8.0- AND BORING
GRAY SILTY CLAY (CL) „ a" PA.
NOTES:
1. NOT DRAWN TO SCALE.2. SEE BORING LOG MW-'9
FOR DETAILED SOIL DESCRIPTION.
Canonie BoringLogPROJECT NO.^BORING No. >AW-2OLOGGED BY T l)u\-\.
PAGEJ. OF
PROJECT NAME
BORING LOCATION PT 0( SURFACE ELEV.DRILLER Mio-tAMtciN Geo-ncu . IKC . DATE- START 7)10/^0 FINISH 7/11/10
DE
PTH
5
lo
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SAMPLE
No. TYPE INTERVALFROM TO
1
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06
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612
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1218
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SOIL DESCRIPTIONAND REMARKS
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Canonie ObservationWell DetailsPROJECT No. 88-085-06WELL No. MW-20 __
PROJECT NAME OCCIDENTAL CHEMICAL CORPORATION - ASHTABULA, OHIO
BORING LOCATION SEE DWG. 88-085rE141 DATE 7-10-90
6" DIA. STEEL PROTECTIVE CASING
a»rv
.i
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? 6t
REDDISH BROWNS/L7Y CLAY (CL)
CONTACT DEPTH 8.0' -/
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^-TOP OF 12" DIA. PVC CASING
————— — ——————— GROUND SURFACEDEPTH 0.0' ww"" -W1" "~
^— CCMENT-BENTONI7E GROUT
^— 2* DIA. SCH 40 BLANK PVC PIPE
EL TOP OF SEAL AND BOBDEPTH 11.0' OF 12" DIA. PVC CASNC
^—BENTONITE PELLETS
D^TH Ii0- TOP OF BACKFILL
DEPTH 15.0' ** Or-O™1
/- 0.01 0B SLOT2" DIA. SCH 40 PVC SCREEN
^— No. 5 QUARTZ SAND
EL BOTTON OF SCREENDEPTH 20.0' AND BORING
NOTES:
1. NOT DRAWN TO SCALE.2. SEE BORING LOG MW-20
FCR DETAILED SOIL DESCRIPTION.
Canonie BoringLogPROJECT No. Bfe-OSS-OUBORING No. MW-Zi_____
LOGGED BY T
PAGEJ_ OF
PROJECT NAME Occ
BORING LOCATION We? or (T o»f<»\t£. SURFACE ELEV..DRILLER Mto- fc>.vT6.g.M DATE- START 7/iQ/*Q FINISH 7/"/+p
DE
PTH
SAMPLE BLOWCOUNT
NO. INTERVALFROM I TO I 6 | 12
1218 RE
COVE
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NCH
ES US£.&SOILTYPE
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AND REMARKS
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Canome ObservationWell DetailsPROJECT No. 88-085-06
WELL No. MW-21
PROJECT NAME OCCIDENTAL CHEMICAL CORPORATION - ASHTABULA. OHIO_______
BORING LOCATION SEE DWG. 8B-OB5-E141 DATE 7-10-90 BY TCO
6" DIA. STEEL PROTECTIVE CASING
,i
"of! T 'I
BROWN SILTY CLAY (CL)
CONTACT DEPTH 8.0' -y
GRAY SILTY CLAY (CL)
. i
*«
V
"*
• •*
-*
\V-;.V
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————--— '
—
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".•.
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V
~-
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^TOP OF 12' OIA. P\
ELDEPTH 0.0'
^— CEMENT-BENTONITE
^—2" DIA. SCH 40BLA
ELDEPTH n.O*
-BENTONITE PEUTTS
ELDEPTH 13.0'
ELDEPTH 1S.01
-0.010" SLOTr DIA. SCH 40 PVC
/—No. 5 QUARTZ SAND
EL I
SURFACE
8" EM.
NOTES:
1. NOT DRAWN TO SCALE.2. SEE BORING LOG MW-21
FOR DETAILED SOIL DESCRIPTION.
TOP OF SEAL AND BOT
BACKFILL
7 TOP OF SCREEN
BOTTON OF SCREENDEPTH 20.0' AND BORING
Canonie BORING LOG
PROJECT No. 88-085-12BORING No. B-34LOGGED BY K. ChirbasPAGE No. 1 Of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 640.54DATE: START 5/2/89 FINISH 5/2/89
DEPTH
5
10
15
SAMPLE
NO.
1
2
3
4
5
6
TYPEMS
MS
MS
MS
MS
MS
INTERVALFROM] TO
0.0
2.0
4.0
6.0
8.0
10.0
24
4.0
6.0
8.0
10.0
1ZO
BLOWCOUNT
(Tr144848618281620
V12-2
7
4
12
6
16
ir18"3
6
6
15
5
17
REC
H
12
15
22
20
15
24
usesSOILTYPE
CL
ML
CL
CL
CL
CL
we
(%)
0"
(TSF)
£25
2.00
3.75
330
330
4.25
L 0A EY PE TR H
2.0
4.0
7.5
12.0
SOIL DESCRIPTION
AND REMARKS
Very Stiff Ught Tan To Orange Silty Clay, Dry.
Stiff Light Tan Clayey Silt, Trace Of Fine ToCoarse Sand, Dry.
Very Stiff Mottled Brown Silty Clay, Dry.
Very Stiff Gray Sitty Clay. Trace Of Rne Grave!From 10.0 To IJtOR.
Bottom Of Boring At 12.0 R.
Notes:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow-Stem Augers.
2. Upon Completion, Augers Were RemovedFrom Borehole And Boring Was Left OpenOvernight.
3. Boring Was Dry Upon Completion On5/2/89. Water Level Was At 3.5 Ft. BelowGround Surface On 5/3/89.
4. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/4/89.
PIEZ0
Rev. B-88
Canonle BORING LOG
PROJECT No. 88-085-12BORING No. B-35LOGGED BY K. ChlrbasPAGE No. 1 of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 638.48DATE: START 5/2/89 FINISH 5/2/89
DEPTH
5
10
15
20
SAMPLE
No.1
2
3
4
5
6
7
8
TYPEMS
MS
MS
MS
MS
MS
MS
MS
INTERVALFROM
0.0
2.0
4.0-
6.0
ao
10.0
12.0
14.0
TO2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
BLOWCOUNT
o-6"1551331394362015216161620
6"12"3
7
6
12
15
17
a
20
12"18"3
12
7
27
19
21
12
17
REC
(In)
16
12
20
20
24
24
21
21
usesSOfLTYPE
aCL
ML
ML
ML
ML
CL
CL
we
(%>
qu
(TSF)
4.00
3.50
2.25
2.75
2.25
4.50
4.50
4.50
L DA EY PE TR H
4.0
9.0
12.0
18.0
SOIL DESCRIPTION
AND REMARKS
Very Stiff Mottled Brown Silty Oay, TraceOf Fine Sand From 2.0 To 4.0 Ft. Dry.
Very Stiff Mottled Brown Clayey Silt. Dry.
Wry Stiff To Hard Gray Clayey Silt, Moist.
Hard Gray Sltty Clay, Trace Of Fine SandFrom 14.0 To 16.0 R.. Dry
Bottom Of Boring At 16.0 Ft.
Notet:
1. Boring Was Advanced Using 3- 1/4 In. I.D.Hollow/Stem Augers.
2. Upon Completion, Augers Were RemovedFrom Borehole And Boring Was LeftOpen Overnight.
3. Water Level In The Open BoreholeWas 6.5 Ft. Below Ground Surface On 5/2/89.
4. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/4/89.
PIEZ0
Rev. 8-66
Canonie BORING LOG
PROJECT No. 88-085-12BORING No. B-36LOGGED BY __ K. ChirbasPAGE No. 1 of
PROJECT NAME _BORING LOCATION___________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 638.99DATE: START 5/2/89 FINISH 5/2/89
DEPTH
5
10
15
20
25
SAMPLE
No.1
2
3
4
5
6
7
8
9
10
11
TYPEMS
MS
MS
MS
MS
MS
MS
MS
MS
MS
MS
INTERVALFROM
0.0
2.0
4.0
6.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
TO2.0
4.0
6.0
8.0
10.0
12,0
14.0
16.0
18.0
20.0
22.0
BLOWCOUNT
<rtr15593871431191917151517191020412
«•12-
2
6
4
9
6
22
11
16
3
12
6
12-18-2
9
5
12
a
19
14
17
S
16
10
REG
On)
18
22
24
24
22
18
19
24
14
16
21
usesSOILTYPE
CL
CL
ML
ML
ML
ML
ML
ML
CL
CL
CL
we
(%)qu
(TSF)
1.50
4.50
2.50
3.50
2.50
2.00
2.75
1.50
4.00
3.00
4.00
L DA EY PE TR H
4.0
10.0
16.0
22.0
SOIL DESCRIPTION
AND REMARKS
Stiff To Hard Mottled Brown Silty Clay, TraceOf Roots, Dry.
Very Stiff Mottled Brown Clayey Silt. Dry.
Stiff To Very Stiff Gray Clayey Silt, Moist.
Very Stiff To Hard Gray Sitty Clay,Trace Of Fine Sand From 20.0 To 22.0R, Moist
Bottom Of Boring At 22.0 R.
Notes:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow-Stem Augers.
2. Upon Completion, Augers Were Removed FromBorehole and Boring Was Lett Open Overnight.
3. Boring Was Dry Upon Completion On 5/2/89.Water Level Was At 3.0 Ft. Below Ground SurfaceOn 5/3/89.
4. Boring Was Backfilled With Soil Cuttings ToGround Surface On 5/4/89.
P
EZO
,
Rev 8-88
Canonle BORING LOG
PROJECT No. 88-085-12BORING No. B-37LOGGED BY K. ChirbasPAGE No. 1 of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 638.31DATE: START 5/2/89 FINISH 5/2/89
DEPTH
5
10
15
20
SAMPLE
No.
1
2
3
4
5
TYPE
MS
MS
MS
MS
MS
INTERVALFROM
6.0
6.0
10.0
12.0
14.0
TO
8.0
10.0
12.0
14.0
16.0
BLOWCOUNT
(Tor
1109297141319311
6"12-
3
12
9
17
7
12"18-
4
17
12
22
9
REC
0n)
20
24
16
10
20
usessatTYPE
ML
ML
ML
CL
CL
we
(%)
qu
(TSF)
3.50
1.75
4.50
4.50
4.50
L DA EY PE TR H
4.0
12.0
16.0
SOIL DESCRIPTION
AND REMARKS
(Brown Clay.)
Stiff To Hard Mottled Brown Clayey Silt, Dry.
Hard Gray SHty Clay, Dry.
Bottom Of Boring At 16.0 Ft.
Notes:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Upon Completion, Augers Were RemovedFrom Borehole And Boring Was Left OpenOvernight.
3. Water Level in the Open BoreholeWas 16.0 Ft Below Ground Surface On 5/2/89.
4. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/4/89.
PIEZ0
Rev. 8-88
Canonle BORING LOG
PROJECT No. 88-065-12BORING No. B-38LOGGED BY KChlrtaasPAGE No. 1 of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 639.94DATE: START 5/2/89 FINISH ___ 5/2/89
0EPTH
5
10
15
20
SAMPLE
No.
1
2
3
4
5
6
7
TYPE
MS
MS
MS
MS
MS
MS
MS
INTERVALFROM] TO
6.0
8.0
10.0
12.0
14.0
16.0
18.0
8.0
10.0
12.0
14.0
16.0
18.0
20.0
BLOWCOUNT
0*6"
373197164
2911111317513
6-12"
4
9
13
7
10
13
7
12"18"
6
16
13
19
10
16
9
REC
(In)
24
24
24
12
19
21
24
usesSOILTYPE
ML
ML
ML
ML
ML
CL
CL
we
(%)
qu
(TSF)
3.00
£00
2.50
2.00
4.00
3.50
3.75
L DA EY PE TR H
6.0
11.0
16.0
20.0
SOIL DESCRIPTION
AND REMARKS
{Brown Clay.)
Stiff To Very Stiff MoWed Brown OayeySift. Moist.
Stiff To Hard Gray Clayey Sift. Dry.
Wry Stiff Gray Sltty day, Dry.
Bottom Of Boring At 20.0 Ft
Notes:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Upon Completion, Augers Were RemovedFrom Borehole And Boring Was Ltft OpenOvernight
3. Boring Was Dry Upon Completion On 5/2/89.Water Level Was At 2.0 Ft. Beiow Ground SurfaceOn 5/3/89.
4. Boring Was Backfilled Wfth Soa Cutting! ToGround Surface On 5/4/89.
PIEZo
Rev. 8-68
Canonie BORING LOG
PROJECT No.BORING No.LOGGED BYPAGE No.
684)85-12B-39KChirbas
1 of J _
PROJECT NAME Occidental Chemical CorporationBORING LOCATIONDRILLER Lake Drilling Company, Inc. DATE:
SURFACE ELEVATIONSTART 5/3/89 FINISH
636.275/3/89
DEPTH
5
10
15
20
SAMPLE
No.
1
2
3
4
5
TYPE
MS
MS
MS
MS
MS
INTERVALFROM
6.0
8.0
10.0
12.0
14.0
TO
8.0
10.0
12.0
14.0
16.0
BLOWCOUNT
0"6"
4161820461215412
6-12-
7
17
6
12
8
12"18"
12
17
7
14
9
REC
On)
24
24
24
18
24
usesSOLTYPE
ML
MLCLaCL
CL
we
(%)
q«
(TSF)
4.50
4.00
>4J&
>4JS
4.50
L DA EY PE TR H
6.0
9.5
16.0
SOIL DESCRIPTION
AND REMARKS
(Brown Clay).
Hard Mottiad Brown Giayay SDt. Moist
Hard Gray Sllty Clay, Dry.
Bottom Of Boring At 16.0 PL
Not**:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augars.
2. Upon Comp**tion Aug*n War* RamovadFrom Bomhof* And Boring Wma L*ft OpanOvamighL
3. Boring Was Dry Upon Comptatkm On 5/3/89.Watar Lavat Was At 3.0 Ft. Balow Ground SurfaoaOn 5/4/89.
4. Boring Was Backfilled With Soil Cutting*To Ground Surfaoa On 5/4/88.
PIEZO
-
-
Rtv.8-88
Canonie BORING LOG
PROJECT No. 8^065-12BORING No. B-40LOGGED BY KChlrbMPAGE No. 1 of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company. Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 636.06DATE: START 5/3/89 FINISH___5/3/89
DEPTH
5
10
15
SAMPLE
NO.
1
2
3
4
TYPE
MS
MS
MS
MS
INTERVALFROM
6.0
8.0
10.0
12.0
TO
8.0
10.0
12.0
14.0
BLOWCOUNT
o-6-
37107481316
6*12-
4
12
5
13
12"18-
6
13
7
14
REC
On)
24
24
24
24
usesson.TYPE
ML
CL
CL
CL
we
(*>
qu
(TSF)
3.25
2.75
>4.5
>4.5
L DA EY PE TR H
6.0
8.0
14,0
SOIL DESCRIPTION
AND REMARKS
(Brown Clay.)
Wry Stiff Mottled Brown Oayey SIR.
Wry Stiff To Hard Gray Sifty Oay, Moist
Bottom Of Boring At 14.0 Ft
NotM:
1. Boring Was Advanced Using 3-1/4 In. I.D.HoHow/Stem Augers.
2. Upon Completion, Augers Were RemovedFrom Borehole And Boring Was Lett OpenOvemtght
3. Boring Was Dry Upon Completion On 5/3/80.Water Level Was At 2.0 a Below GroundSurface On 5/4/69.
4. Boring Was Backfilled WHh Soil CuttingsTo Ground Surface On 5/4/80.
P1EZO
—
-
-
-
-
-
-
Rev. 8-88
Canonie BORING LOG
PROJECT No. 86-OB5-12BORING No. B-41LOGGED BY K. ChhtMPAGE No. 1 of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 636.61DATE: START 5/3/89 RNISH 5/3/89
DEPTH
S
10
15
20
SAMPLE
No.
1
2
3
4
5
6
TYPE
MS
MS
MS
MS
MS
MS
INTERVALFROM
6.0
8.0
10.0
12.0
14.0
16.0
TO
8.0
10.0
1fcO
14.0
16.0
18.0
BLOWCOUNT
<r6"
20161645811371114
6"12"
6
16
4
9
5
13
12"18'
8
16
5
10
6
13
REC
On)
24
24
24
24
24
24
usesSOILTYPE
CL
CL
CL
ML
ML
CL
we
CM
qu
(TSF)
4.00
>4.5
3.25
3.50
2.25
3.25
L DA EY PE TR H
6.0
8.5
12.0
16.0
18.0
SOIL DESCRIPTION
AND REMARKS
(Brown Clay.)
Hard Mottiad Brown Sltty Clay, Dry.
Vary Stffl To Ha/d Gray SltyCtoy. Dry.
Vary Stiff Gray Oayay SlK. Dry.
Wry Stiff Gray Sltty Oay, MoW.
Bottom Of Boring At 18.0 Ft
Notes:
1. Boring Waa Advanced Using 3-1/4 In.I.D. Hollow/Stem Augara.
2. Upon Comptotlon, Auger* War* RamovadFrom Borahoto And Boring Wu Uft Op*nOvamight.
3. Boring Was Dry Upon Comptotlon On 5/3/80.Water Lava) Waa At 3,0 FL Below QroundSurfaoa On 5/4/89.
4. Boring Wu Backfiltod WHh Soil CutHngtTo Qround Surfaoa On 5/4/80.
P1EZO
—
—
_
—
Rav.848
Canonle BORING LOG
PROJECT NAME Occidental ChemicalBORING LOCATIONDRILLER Lake Drilling Company, Inc.
Corporation
DATE:
PROJECT No.BORING No.LOGGED BYPAGE No.
SURFACE ELEVATIONSTART 5/3/89 FINISH
88-085-13B-42K. Chirbas
1 of 1
636.975/3/89
DEPTH
5
10
15
SAMPLE
No.
1
2
3
4
TYPE
MS
MS
MS
MS
INTERVALFROM
6.0
8.0
10.0
12.0
TO
8.0
10.0
12.0
14.0
BLOWCOUNT
o-tr'
26512561213
<r12*
4
11
5
12
12"18-
5
12
6
12
REC
N
24
24
24
24
usesSOILTYPE
ML
ML
CL
CL
we
(%)qu
(TSF)
3.50
>4.5
>4.5
>4.5
L DA EY PE TR H
6.0
S.O
10.0
14.0
SOIL DESCRIPTION
AND REMARKS
(Brown Day.)
Very Stiff Mottled Brown Clayey Silt, Dry.
Hard Gray Clayey Silt, Dry.
Hard Gray Sltty Clay, Dry.
Bottom Of Boring At 14.0 Ft.
Notts:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Upon Completion, Augers Were RemovedFrom Borehole And Boring Was Left OpenOvernight
3. Water Level Was At 3.0 Ft. Below GroundSurface On 5/4/89.
4. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/9/89.
5. Odors Were Detected In The SoilFrom 6.0 To 10.0 Ft. Below Ground Surface.
PIEZO
.
Rev. 848
Canonie BORING LOG
PROJECT No. 88-085-13BORING No. B-43LOGGED BY K. ChirbasPAGE No. 1 of
PROJECT NAME __BORING LOCATION____________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation________SURFACE ELEVATION 636.97DATE: START 5/3/89 FINISH 5/3/89
DEPTH
5
10
SAMPLE
No.
1
2
3
4
5
TYPEMS
MS
MS
MS
MS
INTERVALFROM
0.0
2.0
4.0
6.0
6.0
TO2.0
4.0
6.0
8.0
10.0
BLOWCOUNT
0*r244626614713
6"12*2
4
4
9
9
12-18-2
5
6
12
10
REG
N
24
15
12
18
15
usesSOILTYPE
CL
CL
ML
ML
ML
we
wqu
fTSF)
2-2S
2£5
3.00
4.00
2.00
L DA EY PE TR H
4.0
8.0
10.0
SOU. DESCRIPTION
AND REMARKS
Very Stiff Brown Sllty Clay, Dry.
Wry Stiff To Hard Brown Clayey Silt, Moist.
Stiff Gray Clayey Sitt, Moist.
Bottom Of Boring At 10.0 Ft.
Notes:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Upon Completion, Augers Were Removed FrorrBorehole And Boring Was Lett Open Overnight.
3. Boring Was Dry Upon Completion On 5/3/89.Water Level Was At 3.0 Ft Below Ground SurfaceSurface On 5/4/89.
4. Boring Was Backfilled WKh Soil CuttingsTo Ground Surface On 5/9/89.
5. Odors Were Detected In The SoilFrom 6.0 To 8.0 R. Below Ground Surface.
PIEZO
Rev. 8-88
Canonie BORING LOG
PROJECT No. 88-085-12BORING No. B-44LOGGED BY K. ChlrbasPAGE No. 1 of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company. Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 636.93DATE: START 5/4/89 FINISH 5/4/89
DEPTH
5
10
15
20
SAMPLE
No.
1
2
3
4
5
TYPE
MS
MS
MS
MS
MS
INTERVALFROM
6.0
8.0
10.0
12.0
14.0
TO
8.0
10.0
12.0
14.0
16.0
BLOWCOUNT
o-6-
27711S6101046
6"12-
3
10
5
9
5
12-18'
6
11
5
0
6
REC
(in)
17
15
18
24
24
usesSOILTYPE
ML
ML
CL
CL
CL
we
(%)
qu
frsF)
4.00
2.50
4.00
3.00
2.25
L DA EY PE TR H
6.0
8.0
10.0
16.0
SOIL DESCRIPTION
AND REMARKS
(Brown Clay.)
Hard Mottled Brown Clayey Silt. Dry.
Very Stiff Gray Clayey Silt. Dry.
Very Stiff To Hard Gray Sllty Clay. Dry.
Bottom Of Boring At 16.0 Ft.
Notes:
1. Boring Was Advanced Using 3-1/4 In. I.D,Hollow-Stem Auger*.
2. Boring Was Dry Upon Completion On 5/4/89.
3. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/4/89.
P1EZ0
Rev. 8-88
Canonle BORING LOG
PROJECT No. 88-085-12BORING No. B-45LOGGED BY K. ChlrbasPAGE No. 1 of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 638.68DATE: START 5/4/89 FINISH 5/4/89
DEPTH
5
10
15
20
SAMPLE
No.
1
2
3
4
5
TYPE
MS
MS
MS
MS
MS
INTERVALFROM
6.0
8.0
10.0
12.0
14.0
TO
8.0
10.0
12.0
14.0
16.0
BLOWCOUNT
o-r
296134781137
6"12-
3
10
6
10
4
12-18'
5
10
6
9
6
REC
(In)
24
24
17
20
19
usesSOILTYPE
ML
ML
ML
CL
CL
we
(%)
qu
(TSF)
2.50
1.75
4.00
3.50
4.00
L DA EY PE TR H
6.0
10.0
12.0
16.0
SOtL DESCRIPTION
AND REMARKS
(Brick! From 0.0 To 3.0 Ft.)
{Brown Clay.)
Stiff To Very Stiff Brown Clayey Silt, Moist.
Hard Gray Clayey Silt, Dry.
Vary Stiff Gray Sllty Clay, Dry.
Bottom Of Boring At 16.0 Ft.
Notts:
1 . Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Boring Was Dry Upon Completion On 5/4/69.
3. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/4/89.
P1EZO
Canonie BORING LOG
PROJECT No. 88-085-12BORING No. B-46LOGGED BY K. ChlrbasPAGE No. 1 Of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 639.91DATE: START 5/4/89 FINISH 5/4/89
DEPTH
5
10
15
20
SAMPLE
No.
1
2
3
4
5
6
TYPE
MS
MS
MS
MS
MS
MS
INTERVALFROM| TO
6.0
6.0
10.0
12.0
14.0
16.0
6.0
10.0
12.0
14.0
16.0
18.0
BLOWCOUNT
o"6"
258134861249913
6"12"
3
10
6
10
4
10
12"18"
5
12
7
11
8
11
REC
(to)
16
24
20
24
16
24
usesSOILTYPE
CL
ML
ML
ML
CL
CL
we
(%)
qu
(TSF)
2.75
4.00
4.00
4.00
3.00
2.00
L DA EY PE TR H0.5
6.0
8.0
10.0
14.0
18.0
SOIL DESCRIPTION
AND REMARKS
r\ Asphalt. /•
(Brown Clay.)
Wry Stiff Brown Sllty Clay, Moist.
Hard Brown Clayey Silt, Moist.
Hard Gray Clayey Silt. Moist.
Stiff To Very Stiff Gray Sirty Clay. Dry.
Bottom Of Boring At 18.0 Ft.
Notes:
1. Boring Was Advanced UsJng3-1/4lr». I. D.Hollow/Stem Augers.
2. Boring Was Dry Upon Completion On 5/4/89.
3. Boring Was Backfilled With Soil Cuttings ToGround Surface On 5/4/89.
p1EZo
"Rev. 8-88
Canonle BORING LOG
PROJECT No. 88-085-13BORING No. B-47LOGGED BY K. ChlrbatPAGE No. 1 Of
PROJECT NAME _BORING LOCATION____________DRILLER Lake Drilling Company, Inc.
Occidental Chemical Corporation_______SURFACE ELEVATION 638.69DATE: START 5/8/89 FINISH 5/8/89
DEPTH
5
10
15
20
SAMPLE
No.
1
2
3
4
5
6
TYPE
MS
MS
MS
MS
MS
MS
INTERVALFROM
4.0
6.0
B.O
10.0
12.0
14.0
TO
6.0
8.0
10.0
12.0
14.0
16.0
BLOWCOUNT
0"«•
5991391912354171927
6-12"
6
15
18
20
12
21
12-18"
7
12
23
22
17
22
REC
(in)
9
12
0
12
18
24
usesSOLTYPE
CL
ML
ML
ML
MLCL
we
(%)
qu
(TSF)
2.00
2.25
2.00
4.00
4.00
L 0A EY PE TR H
4.0
6.0
13.515.016.0
SOIL DESCRIPTION
AND REMARKS
(Brown City.)
Stiff Mottled Brown Sltty day. Dry.
Wry Stiff Mottied Brown ClayeySIK, Moist.
Very Stiff Gray Clayey SIK, Wet.Very Stiff Gray Siltyaay, WetBottom Of Boring At 16.0 Ft
Notes:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Upon Completion, Augers Were RemovedFrom Borehole And Boring Was Left OpenOvernight.
3 Water Level Was At 13.5 Feet Below GroundSurface On 5/8/89.
4. Boring Was Backfilled WHh Soil CuttingsTo Ground Surface On 5/9/89.
5. Odors Were Detected In The Soil From6.0 To 14.0 Ft. Below Ground Surface.
PIEZO
—
—
-
_
—
Rev. 8-68
Canonie BORING LOG
PROJECT NAME Occidental ChemicalBORING LOCATIONDRILLER Lake Drilling Company, Inc.
Corporation
DATE:
PROJECT No.BORING No.LOGGED BYPAGE No.
SURFACE ELEVATIONSTART 5/8/89 FINISH
88-085-13B-48K. Chlrtoas
1 of J __
636.495/8/89
DEPTH
5
10
15
SAMPLE
No.
1
2
3
4
TYPE
MS
MS
MS
MS
INTERVALFROM
4.0
6.0
8.0
10.0
TO
6.0
8.0
10.0
12.0
BLOWCOUNT
o-«•
41213319171718
«•12"
7
24
1?
21
12"18-
8
28
16
22
REC
On)
18
24
24
18
usesSOILTYPE
ML
ML
ML
CL
we
(%)
qu
(TSF)
1.50
3.00
>4.5
>4.5
L DA EY PE TR H
4.0
9.510.0
12.0
SOU. DESCRIPTION
AND REMARKS
(Brown day).
Stiff To Hard Mottled Brown Clayey Silt, Moiit.
J Hard Gray Clayey Silt. Moist. \Hard Gray Sllty Clay, Moist.
Bottom Of Boring At 12.0 Ft,
Notes:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Upon Completion, Augers Were RemovedFrom Borehole And Boring Was Left OpenOvernight.
3. Boring Was Dry Upon Completion On 5/8/69.Water Level Was At 2.0 R Below Ground SurfaceOn 5/9/89.
4. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/9/89.
P1EZO
„
Rev. 8-88
Canonie BORING LOG
PROJECT No. 86-085-13BORING No. B-49LOGGED BY K. ChirbasPAGE No. 1 of
Occidental Chemical CorporationPROJECT NAMEBORING LOCATION_______________DRILLER Lake Drilling Company. Inc.
_______SURFACE ELEVATION 638.13DATE: START 5/8/89 FINISH 5/8/89
DEPTH
5
10
15
SAMPLE
No.
1
2
3
4
TYPE
MS
MS
MS
MS
INTERVALFROM| TO
4.0
6.0
8.0
10.0
6.0
8.0
10.0
12.0
BLOWCOUNT
o-r
487144698
6"12-
5
12
4
12
12-18'
5
13
6
8
REC
<Jn)
24
24
24
24
usesSOILTYPE
ML
ML
ML
CL
we
(%>
-
qu
(TSF)
2.50
4.00
3.50
2.75
L DA EY PE TR H
4.0
9.510.0
12.0
SOIL DESCRIPTION
AND REMARKS
(Brown day.)
Wry Stiff To Hard Mottled BrownQayey Silt. Dry.
'Very Stiff Qray Clayey Silt. Moist. \Very Stiff Gray Slrty Clay, Moist
Bottom Of Boring At 12.0 Ft.
Notes:
1. Boring Was Advanced Using 3*1/4 In. I.D.Hollow/Stem Augers.
2. Upon Completion, Augers Were RemovedFrom Borehole And Boring Was Left OpenOvernight.
3. Boring Was Dry Upon Completion On 5/8/89.Water Level Was At 3.5 Ft. Below GroundSurface On 5/0/89.
4. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/9/89.
PIEZO
Rev. 8-88
Canonie BORING LOG
PROJECT No. 88-085-13BORING No. B-50LOGGED BY K. ChlrbasPAGE No. 1 of
Occidental Chemical CorporationPROJECT NAME
BORING LOCATION_______________DRILLER Lake Drilling Company, Inc.
_______SURFACE ELEVATION 638.46DATE: START 5/9/89 FINISH 5/9/89
DEPTH
5
10
15
SAMPLE
No.
1
2
3
4
TYPE
MS
MS
MS
MS
INTERVALFROM
4.0
6.0
8.0
10.0
TO
6.0
8.0
10.0
12.0
BLOWCOUNT
0"er
381014613129
6"ir
4
11
11
12
12*IB"
7
12
13
10
REC
(In)
12
16
21
20
usesSOILTYPE
CL
ML
ML
CL
we
(%)
qu
(TSF)
2.00
2.00
2.50
2.50
L DA EY PE TR H
4.0
6.0
9.510.0
12.0
SOIL DESCRIPTION
AND REMARKS
(Gravel Between 0.0 To 0.50 R.)
(Brown Clay.)
Stiff Mottled Brown Silty Clay, Moitt.
Stiff Brown Clayey Silt, Moist.
•/Very Stiff Gray Clayey Silt, Moist. \Stiff Gray Silty Clay, Moist.
Bottom Of Boring At 12.0 R.
Notes:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Water Level Was At 2.5 R. Below GroundSurface On 5/9/89.
3. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/9/89.
4. Odors Were Detected In The Soils From4.0 To 12.0 R. Below Ground Surface.
PIEZO
Rev. 8-88
Canonie BORING LOG
PROJECT No. 86-085-13BORING No. B-51LOGGED BY K. ChlrbasPAGE No. 1 of
Occidental Chemical CorporationPROJECT NAMEBORING LOCATION"______________DRILLER Lake Drilling Company, Inc.
_______SURFACE ELEVATION 636.95DATE: START 5/9/89 FINISH 5/9/89
DEPTH
5
10
SAMPLE
NO.
1
2
3
TYPE
MS
MS
MS
INTERVALFROM
4.0•
6.0
8.0
TO
6.0
8.0
10.0
BLOWCOUNT
0"«•
37172137
6-12"
4
15
3
ir18"
5
19
6
REC
On)
24
24
24
usesSOILTYPE
ML
ML
CL
we
<*)qu
(TSF)
2.00
4.00
4.00
L DA EY PE TR H
4.0
8.0
10.0
SOIL DESCRIPTION
AND REMARKS
(Brown Clay.)
Stiff To Hard Mottled Brown ClayeySilt, Moist.
Hard Gray Sirty Clay, Moist.
Bottom Of Boring At 10.0 Ft,
Notts:
1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Boring Was Dry Upon Completion On 5/9/89.
3. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/9/89.
P1EZO
Rev. 8-88
Canonie BORING LdG
PROJECT No. 88-085-13BORING No. B-52LOGGED BY K. ChtrbasPAGE No. 1 of 1
PROJECT NAME Occidental Chemical CorporationBORING LOCATIONDRILLER
SURFACE ELEVATION 637.39
Lake Drilling Company, Inc. DATE: START 5/9/89 FINISH 5/9/89
DEPTH
5
10
15
20
25
30
35
SAMPLE
No.
1
2
3
4
5
6
TYPE
MS
MS
MS
MS
MS
MS
INTERVALFROM
4.0
Q.O
14.0
19.0
24.0
29.0
TO
6.0
11.0
16.0
21.0
26.0
31.0
BLOWCOUNT
(Tr
36
614
37
39
513
38
6-ir
3
8
3
5
6
3
12"18-
4
11
6
6
10
5
REC
N
24
24
20
24
24
24
usesson.TYPE
ML
ML
CL
CL
ML
CL
we
<*)
qu
(TSF)
2.25
3.50
3.50
3.00
3.25
2.75
L DA EY PE TR H
4.0
14.0
24.0
29.0
31.0
SOIL DESCRIPTION
AND REMARKS
(Brown Clay.)
Very Stiff Mottled Brawn Clayey Silt,Moist.
Very Stiff Gray Silty day, Moist.
Very Stiff Gray Clayey Silt, Moist.
Very Stiff Gray Silty Day, Dry.
Bottom Of Boring At 31 .0 Ft.Notes:1. Boring Was Advanced Using 3-1/4 In. I.D.Hollow/Stem Augers.2. The Ground Water Level In The OpenBorehole Was 20.0 Ft Below Ground SurfaceOn 5/9/89.3. Upon Completion. Boring Was BackfilledWith Cement/Bentonrte Grout From 31 .0 R.To Ground Surface.
PIE2O
Rev. 8-88
Canonie BORING LOG
PROJECT No.BORING No.LOGGED BYPAGE No.
88-085-13B-53K. Chirbas
1 of 1
PROJECT NAME Occidental Chemical CorporationBORING LOCATIONDRILLER Lake Drilling Company, Inc. DATE:
SURFACE ELEVATIONSTART 5/9/89 FINISH
639.135/9/89
DEPTH
5
10
15
SAMPLE
No.
1
2
3
4
TYPE
MS
MS
MS
MS
INTERVALFROM
4.0
6.0
8.0
10.0
TO
6.0
8.0
10.0
12.0
BLOWCOUNT
o-6"
3610134a1015
6"12"
4
10
5
11
12-18"
5
11
6
12
REC
(In)
24
24
24
14
usesSOILTYPE
ML
ML
ML
ML
we
(%)
qu
(TSF)
3.50
2.75
4.50
3.00
L 0A EY PE TR H0.5
4.0
9.0
12.0
SOIL DESCRIPTION
AND REMARKS
\Gravel. /•
(Brown Day.)
Vary Stiff To Hard Brown Clayey Silt, Moist.
Vary Stiff Clayay Gray Silt. Wat.
Bottom Of Boring At 12.0 R.
Noter
1. Boring WaaAdvanoad Using 3-1/4 In. I.D.Hollow/Stem Augers.
2. Water Level Waa At 9.0 Ft. Below GroundSurface On 5/9/89.
3. Boring Was Backfilled With Soil CuttingsTo Ground Surface On 5/9/89.
P1EZO
Rev. 8-88
Top Related