ML19207B815
| ML19207B815 | |
| Person / Time | |
|---|---|
| Site: | Beaver Valley |
| Issue date: | 08/27/1979 |
| From: | Woolever E DUQUESNE LIGHT CO. |
| To: | Stolz J Office of Nuclear Reactor Regulation |
| References | |
| NUDOCS 7909050316 | |
| Download: ML19207B815 (40) | |
Text
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(412) 456-6000 435 Sixth Avenue P tj 9urgh, Pennsylvania Aggg3t ]7, 197g Director of Nuclear Reactor Regulation United 6tates Nuclear Regulatory Commission Washington, D.C.
20555 ATTENTION:
MR. JOHN F.
STOLZ, CHIEF LW Reactors Branch 1 SUBJ ECT :
Beaver Valley Power Station - Unit No. 2 Reactor Containment Structure Founding Material Docket No. 50-412 Gentlemen:
Forwarded herewith are 40 copies of 18 boring logs (2002, 2003, 2005, 2009, 2013, 2015, 2021, 2022, 2023, 2025, 3005, 3007, 3009, 3013, 3019, 3021, 3024 and 5011) inadvertently omitted from " Amendment No.
3",
dated July 6, 1979, to " Report on Soil Densification Program, Beaver Valley Power Station Unit No.
2", dated September 23, 1976.
This will complete your copy of Amendment No.
3.
DUQUESNE LIGHT COMPANY By n,,
(/ 'VICE PRESIDENT E.
J.
Woolever cc:
Mr.
B. H. Grier Mr.
J. Angelo (CORPORATE SEAL)
Attest:
A H.
W.
Staas Secretary 32.1001 7900050 3/6
e W
United States Nuclear Regulatory Commission Page 2 COM510NWEALTil 0F PENNSYLVANI A
)
)
SS:
COUNTY OF ALLEGHENY
)
On this 27th day of August 1979 before me, ROBERT J.
MONROE a Notary IMI l i c in and f or said Commonweal th and County, personally appeared E.
J.
- Woolever, who being duly sworn, disposed, and said that (1) he is Vice President o f Duquesne Light Company, (2) he is duly authorized to execute and f.ile the foregoing Info rma tion on behal f o f said Company, and (3) the statements set forth in the I n fo rma t i o n are true and correct to the best of his knowledge, i n fo rma t i on and belief.
WITNESS my hand and seal the day and year first above written.
k sn,<
y u
ROBERT J. Cl..<, E ' -Wy Tu ;'ic FIU?i Mi O'. At uG T.f u " i f. P A.
My cow.11S51Cf 4 ExFIRES FLORUARY 7,1933 b.A.kb e
B-2002 BORING BEAVER VALLEY KWER STATICN - UNIT 2 J.0, NO,1224 SITE / LOCATION 2
SHEET I OF COORDINATES N 3972.6 E 8116.6 GROUND ELEV (1) We INCLINATION VIRTICAL BEARING LOGGED BY MNCLZ/McC AIN DATE : START / FINISH ?/5/76
/ 7/6/76 CONTRACTOR / DRILLER w m nt"_'_ m STATIC GROUNDWATER DEPTH /DATE 13 FEET / 7/5/76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED d.5 s METHODS:
DRILLING SOtt 1 '/a nr, n n w 1
1 rr n v 2 " 0.D. SPLIT SKCN SAMPLING SO:L DRILLING ROCK SPECIAL TESTING OR INSTRUMENTATION REMARKS -._
n!
3$g w,$
S FIELD AND L AB.
g zp w
j $
S; C;
SAMPLE DESCRIPTION TEST RESULTS /
"ji * "
5" Uz dEh S
h-COMMENTS 2
b 6 5
W s REC 680 0 )
BLO4/ INCH: 1-1-1-1-1-l[2* 1
/2-l-2-1 /2"-5-5 S
1 6-4-14 18 SC CL AM S AL aEE.I GPCO, 42% STANCLE AR TO S2BCU'::D GFE.'E: T" C.8 ~
~
17%
IEH MallKJ1; CCAEE TO FINE S AND,161 SLIGHTLY PLASTI", FI?Z, EilE.l5,
~
SLIGHT EEACTION TC ICL.
670 10 _
BLOiS/ INCH:
1-3-2-2-2-1,2-2-1-2-2-2,1-3-3-2-3-3
~
11 11-15 26 SP-Se GFrq, KCn.Y G?rC, AICLAR M S2A:EdLAR GRA7EL E 1.21%H
~~
S 2
61.5 SM MAIIKJ4, 35-45% CCAME M FINE Sr.J, KZTLY HEIUM TO FINE, 8-12%
NCNFLASTIC FINES, BIC'.N, '.TTS A FEW POCKETS CF 3A2CY SILT, NO RF.rTICN ""
m u=.
E 665 15 5 SPLIT BARREL SAMPLE
- 1. DATUM IS MEAN SE A LEVEL UNDISTURGED S A MPLE S (U D.S )
UNLESS OTHERW'.SE PDCATED BORING LOG US.,SHELBY TUBE
- 2. BLOWS RECLARED TO DRIVE En UF FIXED PISTON 2"O.O. SAMPLE SPOON 6" OR BEAVER VALLEY MWER STATION - UNIT 2 W
UO. OSTER8 ERG DGTANCE SHOWN USING I40lb.
DU4CH3NE LIGHT OCMFAfiY UD_ DENISON HAMMER FALLN3 3O=
PITTOBURG', TENN3TLVA'IA Z
L.P. PITCHER
- lNDICATES USE OF 3Co lb s
N STD PENETRATION HAMMER RESISTANCE BLOWS /FT
- 3. DENOTES INCHES OF PENETR.
12 n g,gg 174A 5L OF UNDISTUR8ED SAMPLER 2
T w
GROUNDWATER 4 DENOTES INCHES OF STONE 8 WEF4'. ER ENG. CORP.
h
.. RECCVERY INWRMATICN RECOVERY ISSt.tEO B f DATE BORNG NO.
SHEET a
AVA M E g[
pjff R 2002 i OF2 S. W sot CLASSf1CATKN
)f a AMENDIAENT 3 C. Ay J. LI'/ N
8-*2 BORIMG 2
OF 2
SHEET SITE / LOC ATION
~
J 0. NO.
R 7 3
',3gg
{
FIELD AND LAB.
EC 5W $I O $ U z '1 To SAMPLE DESCRIPTION TEST RESULTS /
$eE F" COMMENTS
>w ww 2 2 o
o
,p 55 di D
a w
to e
T RFC 6t3 15 S
3 5-941 20 SM S'1."Y S AN' hTE CPEED, 42% SGAN' LAR TD SWILT" D ORAVEL E CJ ~
11%
I ch MAIIMW, CCA3SE T0 nNE S AND,16% SLIGHEY PLASTIC FI:."21, PTW, SLlG.dT FIACTION TC E;.
660 _ 20 _
S 4
14-16-18 34 70 FXC7ERY. FITE CF G%TL IN TIP CF SIOCN.
BLCZ/I?CH:
2-2-24-3-1,-2-2-2-2-3-1,-2-2 14-2
~
S 5
11-12-10 22 SP-0.aE/CI SC, PXEY GRAOD, 6% GRAVE TO 4 I!CE E XIM*JH AK E TO _
SC5 SM FINE SANO, POSTLY MEDILM Ah! FINE, M NONE iTIC FING, BLN, NC REACTICN TO ICL.
^
S 6
13-22-d 43 ELO4/ INCH:
1-2-3-2-3-2-4-3-44-3-4,3-4-3-34-4 655 -
'5
]
0 R:ICVTPl. FIECE CF GFXIE IN TIP CF SKCN.
3LO4/DCH:
1-1-1-2-1-2,1-1-1-.2-1-lfl/2",
-1 l'2"-1-2-1
/
S 7
8-7-5 12 CP-S m Cn>7E. EcEY GIiACED SUBANGITL AR TO 0.9 :CH MAIIEN, 4C% CC AZE _
401 GM IV nhE, MTLY MEICM SAE, 6% FCNPLASTIC FINT), ERDW, NO RFETICN TC EL.
~~'
[
S 8
9-12-12 24 0F BI42/1?CH:
1-1-2-2-1-2,2-2-2-2-3-1,-2-2-24-2-3 17%
S A':"Y GRAVEL. S AME AS AT7Z.
650 30 __
~
S 9
94 0-12 22 GP BLCZ/I?CH: 14-1-2-24 2-2-1-2-1-2 3-24-2-2-2
~
- pg S A27 GFX/E'. POCEY GRA2ED, *D 13/8" MAIIMP, 2C-J%
- OSn.Y FINE SAND, 2-M ENE A3 TIC FIN 5, CCMPACT, KIST, BLE
~
BLC4 /I;CH:
2-2-2-1-1-2 1-1-24 4-2 1-1-1-2-1-1
~
S 10 10-8-7 15 GP-S A'CY CPXG", PCCEY GRADED, SUDA%1AR 70 0.9 IICH LI! MUM, 41%
40$
GM CCAME TU FINE ES* T MOILH S AND, 9% WNPLAiTIO FING, Br.lN, ?:0 REACTION TO ICL.
~
BLOZ/ INCH: 24-1/2"4 4 1-1-24-1-1 14 4-1-1-1 645 _
35 S
11 6-7_-6 13 GP-SCCY CoAVEL, loctY GPrE2, E"trKu:. AR a] SarecED To 1.0 I!CH "I
GM MAAIMUM, 41% CCAEE TO FINE, CEY PC"IW 3 AND,11% TL*.fMIC FINC, BICW, !C RF.ACTICN TO EL.
S 12 8-8-10 18 S P-BLC4/I:CH:
2,14-2-1-1 2-1-24 4-1 1-2-1-2-2-2
~
~
50%
CM TCP 8" M, P004Y GPADD, 5-10% GRAVEL TO 1/2 I'CH CCaiCE TO FINE C A1.T IOSTLY PJ:lLIUM TG FINE, 2-31 ICNEASTIC FIND, CCMTACT, WT, BR Z
~",
BOTTCH 2*
SIIN S A.D, IOCEY GTtCD,10GTLY EILH W FINE,10-201 NL #
RASTIO FINL, CCMrACT, DAMP, B304N.
S 13 7-32-27 l SP BLOM /l:CH: 1-144-1-2 4-7-5-7-54 4-5-5-3-4-6 61%
~
GPX/E.LY S CO. R;CRLY GRADED, 20-40% SUBEI!.TD GRAVEL IC J '4 I'CH - ins CLUDG EATI FRAGMENTS DAl% GFJLY LIM 3TCNE, CCAME TV FI:.~4 3CO,103TLY 640 -
40 MDIUM IO FINE, 2-5% PCNPLASTIC FINE, CCSE, POIST, BIck".
~
S 14 32-J1-J3 64 SP BLOZ/I:CH: 4-5-S h,
4-5-6-5-6-5
% 6-5 GPXiELLY S Ar,10CRL1 GRAOD, 40-60% GRAE B) 11/2 I?CH, )CSTLY FREp y
l SAND. 2-5% NONE tSTIC FINM,_ V7JY DETE, MIST, pygg,
} _
P2 D Ci aAMiv:r AT 41.5 T'd:I BO M M SHEET ISSUED Y DMEj NOTE: FCA 00RNG
SUMMARY
AND STOPE B WEBSTER ENG. CORP LEGE70 SFO SEE SHEET t.
s pg>//p/6 2002 2 OF 2 12241-GE K-1243 AMENDME NT 3 f33 J M. d J.t
BORIN G B_2003 BEAVE VAEEY POWER STATICN - L' NIT NO. 2 J.O. NO. 122A1 SITE / LOCATION 2
SHEET ! OF COORDINAT ES N *?71.*
E Fue a GROUND ELEV (1) er 7,,
INCLINATION mmAL BEARING LOGGED BY w *"v 'mv~ m DATE : START / FINISH 7/'#76
/ 7/4/76 CONTRACTOR / DRILLEp PWA CRIGING STATIC GROUNDWATER DEPTH /DATE e / 7/A /76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED 37 5 FEET METHODS :
DRILLING SO(L 31/8* ROGER EIT M ADVANCE HCLE SAMPLING SOL 2* n' "m '
DRILLING ROCK SPECIAL TESTING OR INSTRUMENTATION REMARKS
^
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FIELD AND LAB.
3
% $y
, c$
zp w y h$
$U
$$ I$
Ci SAMPLE DESCRIPTION TEST RESULTS /
w w aw~
< e-
<a
_a ce r i
es COMkINTS "z eo%
a-r h6 W
1 RFC 680 0
675 -
5~
CLAM SAND - VIDEY GRALED, 41% MOSTLY ANGI"JLR GRAVEL TO 1.0 INOR MAHM'JM, CCARSE TO FINE SAND,12% NWPLASTIC FINES, BROWN, STRCNG
~
S 1
6-8-7 15 SC REACTICN TO hcl 33%
6 70 -
10 -
~
GRAVELLY SAND - POCELY GRALED,10 -2C5 SUBANGIRAR-SJBRCI'NDED GRAVE TO 1 1/2 IGHES MAHM'Jd, MOCLI FINE SAND, 5-7% NONPIASTIC FINES, 17-1]-17 35 2
~
3 2
DDSE, DAMP, BROWN, NO REACTION TO hcl E
665 15 -
S. SPLIT BARREL SAMPLE I. DATUM IS MEAN SE A LEVEL UNDISTUR8ED S AMPLE S (U D.S )
UNLESS OTHERwtSE PDCATED BORING LOG US_ SHELBY TUBE
- 2. BLOWS REQURED TO DRIVE BEAVER VM Neu MATIN - MT NO. 2 M
UF FIXED PISTON 2"0 0 SAMPLE SPOON 6" OR W
UO. OSTERBERG OtSTANCE SHOWN USING I40ltt Dl4UESNE LIG R COMPANT UD. DENISON HAMMER FALLING 50" PITTSBURGH, P MNSTLVANIA z
UP_ PITCHER WINDICATES USE OF 3001b N _STD FENETRATION HAMMER s
RESISTANCE BLOWS /FT
- 3. DENOTES INCHES OF PENETR.
' 2 2 " M' W
__2_
OF UNDISTURBED SAMPLER w
- GROUNDWATER 4 DENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
O UNDISTURBED SAMPLE T
RMATION j
RECOVERY ISSUED BY DATE BORNG NO.
SHEET S. UNFED 501. CLASSFICATM gj gf[/.9/4 y
i OF 2 SYSTEM B_W1
<.. t <
J A. A { >h ! 5.< td 3
BORING B-2 W 2
2 SHEET OF SITE / LOC ATION PSAVER VAllET PWER STATICN - UNIT NO. 2 J.O. NO.
122A1
- R 9 3 Sgj 3 Y FIELD AND LA8.
z z-w wg 9C F*
g" aw mag f,.
SAMPLE DESCRIPTION TEST RESULTS /
4w s >- im e
e
$0
~
gF
<$ Sgr
- S at y
t COMMENTS m
g;j -
z m8 a
c, T eK 665 15 SIITT GMVEL - WELL uhADED, SUBRCUESD TO ANOL" CAR GRAVEL TO 1.3 INCHES _
y-MAIIM"M 25 CCARSE TO FINE SAND, 8% hCNPIASTIC TO S'.IGHTLY FLASTIC S
3 13,1)-9
.2 wP
~
MNES, BRCT.N, SLIGHT REACTION TO hcl 660 ~ iv BLW S/IN H 1 2 3 2 2 3-2-2 2 3-2 OW-SILTT GRAVE.LT SAND - SIMIIAR TO ABOVE, NO REACTION TO hcl S
4 10-13-13 26 GM BLWS/ INCH 2 2 3 -3/3-3-3-3-2-3/2 3-2 2 S
5 15-17-13 30 NO lie 00VDif BLWS/ INCH 1 2-3-2 -2/2-2-2 2 -2/2-2-3-2 2 8"**"-**
15 MY AEUIAR GMVE. TO 1.1 INE m!M, -~
655 -
25 ~~
S 6
11-12 14 26 SM 45i MUSTLY HNE SAND,13%' NONPLASTIC FINES, BRCT4N, NO RFACTION TO hcl
~
EUdS/INOH 2-2-1-2-1-2/1-1,1-2-1-1/1-2-1-1-2-1
~
-..' * - SANN GMVEL WELL GRADED, SU3RCUNDED TO SUBANGULAR GRAVEL TO 1.0 INCH -
S 7
10'7-8 15 CM MAIIMW, 44$ COARSE TO FINE SAND,11% NCNFLASTIC FINES, BRC'4N, SLI0iG 561 RFACTION TO hcl 1-2-1-2-1-1/2 1-2-1-2-2/2-2-2-1-1-2 OP-SANN GRAVEL - POOF1Y GRACED ANGL" AR (FRE.5HLY PT.ACTURED) TO 1.3 INCHES -
S 8
8-10-10 20 OM MAIIMUM, 38% CCARSE TO FINE, M003.Y FINE SAND, 7% NONPLASTIC FINES, 11%
BRWN, NO REA TION TO hcl 650 ~
30 ~~
ENS / INCH 2 2-2-1 1 -2 '-1 2 1 2-2 -2 S
9 C-7-12 21 NO EECOVERI - PIECE CF GRAVEL IN TIP CF SPOCN 2 2 3 2 3 2 2 2 2 -2 S
10 15-14-11 25 0
NO RECCVU Y BLWS/ INCH 1-2-2-3-3-2 /2-2-3-3-2-3/2-2-2-1-1-2 OM SILTY GRAVEL - WILIO I IF ALED, AEAAR (FRESHLY F7.A0TURED) TO 0.8 INCH 645 -
35 -
S 11 I'-A5-10 25 MAXIM"M, 41% CCARSE TO FINE SAND,12% NCNTLASTIO FING, BRWN, NO 40%
REACTION TO hcl OM SILTY S@ - UNIFURM, FINE, 15% NONPLASTIC FIN G, BR04N NO REACTICN TO _
hcl, CN4 FIECE CF C.8 INCH IN GRAVEL BLW S/ INCH 3 4-3 3 /2 2 3-3 /2 3 3 -6 O,,O 34 2
SILTY SAVD - WILELY GRAOED,10-15% SUBRCUNLED GRAVil TO 1.2 INCHES MAXI -
642.5 37.5-M124, CL AEE TO FINE C A?!D }00TLY FINE,1C-15% IT2iiMCT10 FIE, B:C-3, r--
NO REACTION TO hcl l _
~
ED OF ICRIN3 AT 37.5 FEET
),.('Ts'~'.
3 r
NOTE: FOR BORNG
SUMMARY
AND ISSUED Bi lDATE BORWG NO SHEET STCWE 8 WEBSTEE ENG' CORP LEGEm PFQ SEE SHEET I
- s l MI4SM B-2003 2 CF 2 12241-CSK-125B
12241 BO M Mm SITE / LOCATION PEAVTR VAI. LEY PCVFR STAUCN - UNIT NO. 2 yg, 99, 680 SHEET I OF 2 COORDINATES N w.3 E sn2.0 GROUIT ELEV (1)
MHCAI.
"' 8 ' 8" INCLNATION B Et "ING LOCGED BY DATE : START / FINIS;g 7/u?6
/'/76 CONTRACTOR / DRILLER PEMiA DDILLIE STATIC GROUNDWATER DEPTH / DATE 13 M / 7-6-7
DR!LL RIG TYFE DEPTH TO BEDROCK TOTAL DEPTA DRILLED 41.5 F M METHOOS :
DRILLING SA 31/8* W.LER BIT TO AD747 E HOL?, F"D SAMPLING SOL 2.0' O.
SPL!T SN DRILLING ROCK
-.EE SPECIAL TESTING CR INSTRUVENTATION REMAR%S a
5F 8-zP jw j$ S$3 b
FIELD AND L A-hb bw
$I II: !=5,"
G SAMPLE DESCRIPTION TEST RESULTS /
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<a a-
"2 mEr o
a
- 3 COMMENTS h6 W
5 REC 6R)
O _
=
BLOW 5/INCE :
1-1-2-1-1-2/1-1-1-2-1-1/l-1-2-2-24 S
1
% 7-10 17 CP S Att GPA7EL, POCET GEC, S7EAE'JLAR TO SU3 ROC 1CC CTJVU. TO 1.2 I N2 FA11N F, 391 CCAME TO FIE SAE, 95 ICMPLASTIC FIE3, BROWN,
- 7..CNG R CTICN TO H L.
BLCkS/ INCH: 1-1-1-1 1-1-/1-1-1-1-1-1/1-1-1-1 1-1
~
S 2 @
12 CF gg7 qu% PJOEY GPrc, S?ctAEULAR TO S"BROUNDD GRAVEL TO 0.9 75 _
5-I)Ca MAIIKJM, 37% CCARSE T3 FINE SA_T, % NCNPLASTIC FINES, BRCVN, JTEONG PIACTION 00 HCL.
BLOWS /IEH: 1-1 1-2-1/2 1 t 1/3-3-b b4-4
~
S 3
S-&-20 23 OP SLEY GPWEL. POCRLY GRALC, CILv 9aE 30-35% COAES2 TO FIE SAE,_
W MOSTLY CIM, Sm;G 6 'IPN TC....
BLOWS / INCH: 2-b3-bb3/3-3-4-5-4-3/3-3-2-3-b4
~
SACT GRGvL. POCET GFrED, FINE To MCIP GRAVEL, N-35% CCAFSE TC ~
S 4
17-22-13 40 CP cC1 FINE SAIO, MITLY l'CIF, 5-101 KNFLASTIC FIN 3, MEIN B3LW, e *hCIO RZA7IICN TO HCL.
670 -
10 -
S 5
12-14-16 30 GP BIINS/ INCH: 2-2-2-2-2-2/2-3-2-3-2-2/34-2 1-5-3 225 2JW GCAVFL, iP CELT CnA02, SLTROLAR TO SUBRSUEG CPAVEL TO 1.1 INCH FAIIKN, La i C%G! TO FIE S AJC,131 FNPLASTIC TO SLIMY P"olSTIC FIE, B QM,.2LIS I Fi ACTIL.; ?; :i:L.
~
B;.M/IN2 1-1+2-2-2/2 3-34-2-2/3 3-3-2-2-4 V
~
S 6
10-14 17 31 CP-Ottf GMM, POCELY GED, AECLAP TO SUDF.0CEM CRAVE. TO 1.4 INC}t-50%
CM PALXF, 20-30% CCABSE TO F!E SAE, 5-1C% FIES, BROW't, ?D REACHON _
TO HCL.
BLCiC/INM 1/2"-i-2-2-2/1 - b 3-2 2/2-2-1 3 3 v5 is -
S 7
81A-15 23 SWFL3 INADEr.UATE, PK7f PZPRESEN"ATIVE. IkL*1CT PIECES OF A.WJLAR u
mvEL Ta, Iucn.
S SPLIT BARREL SAMPLE l. DATUM 13 ME AN SEA LEVEL UNDIS T U R8ED S AMPL ES (U D.S )
UNLESS OTHERw1SE DOCATED BORING LOG US_ SHELBY TUBE 2 BLOWS REQUIRED TO CRNE l
e UF FIXED PISTCN 2"O D SAMPLE SPOGN 6"OR BIAVER VAH.ET Pi7.TR STATI )N - UMT NO. 2 W
UO OSTERBERG CISTAhCE SHOWN USING 140lb DUQTc.CN3 lid}ff CL TANT C
UD_ CENISON HAMMER FALLING 30" P!TTCbTCR, PENMS7L74NI A e,{
Z UP. PITCHER
- fNDICATES USE OF 300 lb s
N _STO. PENETRATION HAWMER kq RESISTANCE BLC'*S/FT 3 DEHOTES ACHES OF PENETR
'd 3 g,,3_g; g,3 g3 J_
OF UNDISTUR8E0 SAMPLER 7
7 w
GROUNDWATER 4 DENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
O UNDISTUR?EO SAMF LE W
" R2 COVERT INFWtATI JN RECOVERY lSSUED BY CATE BORNG NO SHEET
- T Amum S. g p CuS m.. ton e
u,gm m5 i OF 2 AMthDMENT 3
M 005 BORING SHEEf 2 OF 2 BEAM MET NR STATION - M E. 2 J O. NO_
12241 StTE / LOC ATLON
- U V E U$6 h
FIELD AND LAB.
j_
r; w
we w
fh
~
"hhh h zg a
SAMoLE DESCRIPTION TEST RESULTS /
{
E h
COMMENTS gj ~
"z
-8 e
5 PF" 665 15 BLOWS /IKH:
1-1-2-3-2-2/2-2-2-2-2-3/3-3-3-3 4 S
8 11-13-19 32 SP TCP 6 INOKW GPAVFL. SIMILAR TO ABJVs.
45%
BJTTP 2 INCHm: GPAVmT SLO, P00EY GRADED, 30-40% GRAVEL, COARSE -
~~
TO FINE SAE, LES THAN 5% FIES, BROWN.
EwWS/ INCH: 1-bl. 5-1. >-1-3/2-3-3-2-2-3/2-3-3-2-3-3 GP-S ACT GDAVE, POCRLY GRADC, SUBAEULAR TO SUBROUED GRAVEL TO 0.9 S
9 9 15-16 31 GM INCH MAUMW, 37% CCARSE TO FIE S AE, 8% NCNFLASTIC FING, BROVM.
40%
20 BLOWS /IN H:
1-2-3-3-3-3/2-2-3-4-4-4/23-3-2-3-3 S
10 15-19-16 35 SP GRA7tLY S AW. POCEY GRADO, 35-45% SUBANGULAR TO SUBROTCED GRAVE -
45%
TO O.6 INCH MAXIMP, CCAME TO FIE MOSTLY MEDIW SAE, LESS THAN 5% _
FIES, BRCJN,10 REACTICM TO HCL.
BLX/INL% 1 3-3-2-2/2-2 3-2-4/ 3-4 5-4-5 S
11 14-15-25 40 G P-SACY GM75,, P00EY GRADE, AE'JLAR TO SUBROUCC GRAVEL TO O.9 INCH _
MAUM'JM, cuG. TO FINE MOSTLY MCIW S AC, 510% ENPLASTIC FINES, 4cg GM BROWN, MANT GRAVEL SIZD SAESTCE PTACHENIS, NO REACTION TO HCL.
BLCWS/ INCH:
2-3-3-4-4-4/3-4-4-5-5-5/4-4-3-4-3-4 S
12 20-26-22 43 NO REOCVERT 655 25 -
1-2-2-2-2-12-2-2-2-1-242-2-2-2-2
/
SM ECWS/IEH:
S 13 10 11-12 23 SP SILTY S AO.10-20% GRAVEL TO 0.8 TZH MAIIMW, COARSE TO FIE SAE, 10-20% NJNFLASTIC FINE. "**, WO RFACTION TO HCL.
gg TCP OF SPOON SAESTONj.
GP-BLOWS / INCH: 2-3-3 2-3-3/2-2-2-2-2-1/A-1-2 1-1-2 20 GM S ATY G"AVEL. POCET GRADC, SUBANGU'.AR TO SUBRJUCC GRAVEL TO 1.1 S
14 16g-9 INCH MAI.304, 38% CCARSE TO FIE SLC, 8% NCNFLASTIC FINE, BROWN.
650 -
30 ECWS/ INCH:
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15 8-13-11 24 2 I KH2S S AESTO%, IN BCT!T CF SiOCN 29%
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16 10-9-11 20 SM SII.TY S AO. WIDELY GRADC, 34% SUBANG'E.AR TO SUBROUCC GRAVE TO 0.7 INCH MAEMF, CC RSE TO FINE SAW,13% ENPLASTIC FIES, BR'NN.
lig
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17 9-6-9 15 GP-S AEY G" A7t, P90EY GRADD, SUBAWJLAR TO SUBRCUTC GRAVE TO 0.8 645 -
35 -
4,1 W
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6-5-4-5-7 q
4 S
20 21-34-31 65 ML S ANDY SILT, NCNFLASTIC, 25-35% FIhI SAO, BROWN, FRAGMENTS CF LIMI,-
"C%
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/ 7 /11/
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~
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S 10
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2 8-6-12 18 NO RECCVERT
~
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~
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4 8-6-8 14 24 JILTY S AND, VILELY GRACED, 41% ANGUIAR GRAVEL TO 0.9 INCH MAIIMUM, 2?1 ICAs2E TO FIE SAND,171 NC!nI.ASTIC FIES, BROWN, CLIGHT hEACTICN TG hcl.-
1 1 4-3/4-5-9-6-6-6/6 5-5-3-3 AS ABC'.T S
5 11-36-25 61
- M 451 670 10 -
BIss/ INCH 1-2-3-4-3-4/3-4-4-4-4-4/4-4-3-5-7-6 S
6 17-23-21 52 JM 3ILTT GRAVEL,.ICELY GRALED, ANGCLAR, TO 1.0 INCH MAIDCM, 405 COEEE
~
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7 31-24-23 47 SANDS *cs-p f>UNS / INCH 3 3-3-4-4 /4 4-4-4-4/4-4 5 4
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~
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665 15-Bins / INCH 2-2-2-2-2-4/5-2-3 1-3-2/2-2-4 7-7-3
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660 20 BT43/ INCH 4-3-5-6-6-6/6 6-7-6-7-5/6-6-4-5-5-5 S
11 30-37 68 GM MTY GR.AVFL, SAME A3 ABOTE EXCEFT G?>0 L TO 0.3 INCH, W FEACTICN TO hcl E:iVS/ INCH 6-%3 7-11-6/?-47-6-6-6/5-6-5-5-5-6
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~
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F I E SAL, 13 NCNF LASTIC FINES, BhCWN, NO EEACTION TO hcl BT.S/ INCH 1-b5-5-6-5/7-6-7 7-4-4/4-5-4-5-6-8
[3 69
,.M CILTY ORAV", WILELY GRAOED, SCEROUNCED TO O.8 INCH PJXIv'.H. M I',*
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~~
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B WC/Iri 6-8-8-10-15-20/1 b2%10-9-5-7/6-6-5-5-5-5 16 67 *n-32
O
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..-4 Y
e45 3;
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~
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/ -._:t IM6 CONTRACTOR / DRILLER PWM DDT' I T NG 'SW EDE STATIC GROUNDWATER DEPTH / DATE 11 FM / 7-12-76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED 3L5 FEET METHODS :
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8 25-21-26 47 JM SANDSTCNE FhAGMFE S es BLWS/ INCH 2-3-4-4-4-4/4-4-4-4-5-4/3-3-2-4-4-6
~
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21[5-22 47 24 8
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- p' GMVELLY SAND, P00RLY CRADED, 25-35% SUBANGUuR TO SUBRCUND GRAVEL TO -.
S 10 18 23-26 49 M 7g 0.7 INCH MAIIMUM, CCARSE TO FINE, MOSTLY MEDIUM SAND, 5-101 NCNFLASTIC FINES, BRCVN, 0.3 INCH LAYER LIGNITE, NO REACTICN ? JL BLO.'S/ INCH 1 -I/2-1-1-1/2-2-2-3-4-5/5-4-4-4-4-4 SAN"Y GRAVEL, 20ti.LY GRADED, ANGULAR TO SUBROUND GRAVEL TO 1.3 INCHES -
S 11 5-18-25 43
- P MAXIMUM,30-405 CCARSE TO FINE, MOSTLY MEDIUM SAND, 5% FINES, BROWN, 45%
FEW PIECES P3.ACT"REL c *NDS*CNE, NO PIACTICH TO HCL BIDVS/ INCH 2-2-2-2-2-3/2-2-3-2-3-3/3-3-3-3-3-3 SILTY SAND, UNIFORM,16% ANGULAR TO SUBPSUNDED CRAVEL TO 1.5 INCHES 3
12 t3-tjf MiXIxUM, nNE SAND, u$ NCNruSuC nNES, Ba0VN, NO RuCTION TO Ha te 33
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S 13 12-24-24 48 $
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15 19-45-4" 92 3?T BLO4S/ INCH 1-4-3-4-5-5/5-6-6-5-5-6/6-5-7-4-6-5 RESOVERY INSLTFICIENT TO DESCRIBE. LARC I PIECE CF CRAVEL FOUND IN SHcE S
16 22-33-35 68 BLOWS /INM 2 3 3-4/3-4 2 3 /4-3 6-5 -7 SILTY GRAVEL, WILEY GRADED, SUBANGULAR TO SUBROUNDED GRAVEL TO 0.3 INCIL, S
17 18-20-2e 48 GM 645 -
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~
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~
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gg 7$
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19 65-89-1 M 268 GM
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'<m' METHODS :
DRILLING SOIL ROLIIR BIT TO ADVANCF HOII SAMPLING SOg_
2* o.0. SPLIT m DRILLING ROCK NCNE toECIAL TESTING OR INSTRUMENTATION REMARKS
~
n!
zplw
% 3j S
FIELD AND LAB.
y j$ b" s t
$$ k
ti SAMPLE DESCRIPTION TEST RESULTS /
,o yw ow-4 3 ae r a
"z eoW so COMMENTS a-2 h6 1 _ REC 680 0 -
S 1
7-10-11 21 SP.
GRAVELLY S AC, POORLY GRAD D. 20-25% SUBANGULAR TO SUEF.CUN;ED GRAVEL TO 5(%
SM 1.5 INCHES MAIIMCM, COARSE TO FINE SAND, KSTLY FINE 5-5 NONFLASTIC FINES, BRCVN, QUICK FIACTION TO HC1.
S 2
10-11-15 26 SF-GRAVELEY S AD, SIMIIAR TO ABOVE, EXCEPT Gil AVEL TC 0.5 I!rMES MAIDCM.
17%
SM S
3 15-16-17 33 NO RECDVERY 675 -
5 S
4 7-8-9 17 SP.
S ACY GRAVEL, VELL GRADED, SUBANGLLAR TO ANGULAR GRAVEL TO 1.1 INCRES yg GM MAllMLM (SWE DISHLY FRACTUFID GRAVEL) 4f.1% COAFIE TO FIEE SAND,12%
NCNFLASTIC FINES, GRAYISH BRCVN, STRONG FIACTICN TO HC1.
S 5
12-24-29 53 EM-GRAVELLY S AND, POCRLY GRACED, 20-25% SUBANGULAR AND SUBROUNDFD GRAVEL -
67%
SP TG 1.3 INEI MAIDCM, CCAFIE TO FINE SAND, MOCTLY FINE, 8-12%
NCNFLACTIC FINES, BROWN, SLIGHT REACTION TO hcl.
S 6
M-50-36 86 SP-GRAVELLY S AND, POCRLY G?A:ED, 30-35% SUBANGULAR AE Si'B?OUCED GRAVEL 670 -
10 6'%
SM To 1.3 I!cHES MAIIMLw, COARSE TO FINE SAND, MOSTLY FINE, 5-104 NCNPLASTIC FINES,BhD=N, 50 FIACTICN TO hcl S
7 19-22-23 45 SP-GP AVELLY S AD,POCRLY GRACED, 30-3r5 SUBANGULAR TO SUBh0UCED GRAVEL 50%
De TO 1.4 I!CrU,6 MAIIMUM, CCARSE TO FINE SAND, MOSTLY FINE, 55 NONFLASTIC FINES, BROWN, MCDER. ATE hEACTICN TO HC1.
E S
8 25-14-15 29 SP-SET iRAV?L, VELL GRALED, SL*JANGULAR TO ANG;'LAR GRAVEL TO 1.2 INCHES 50%
SM MAXIMLH GWE FRESHLI FRACTLJID GRAVEL) 40% CCARSE TO FINE SAND, 121 6M 16 -.
NONPIASTIC FINES, MEDILH, EROWN, SLIGHT FIACTIGN TO hcl.
S. SPLIT BARREL SAMPLE I. DATUM IS MEAN SEA LEVEL UNDISTURBED S A MPLE S (U D.S )
UNLESS OTHERWISE DOCATED BORING LOG 1/3 US. SHELBY TUBE 2 BLOWS REQURED TO f*
E
.q to UF_ FIXED PISTON 2"00 SAMPLE SPOve 6" OR Q
BEAVER VALII! POWER STATION - UNIT NO. 2 W
UO_ OSTERBERG DISTANCE SHOWN USING MOlb 4 'j UD_ DENiSON HAMMER FALLING 30" DUQUESNE LIGHT COMTANT i
z UP. PITCHER
- INDICATES USE OF 3OO lb
, T*SBURGH, FENN0YLVA NI A N _ STD PENETRATION HAMMER G]
s RESISTANCE BLOWS /FT
- 3. DENOTES INCHES OF PENETR y,
7
'~
OF UNDISTURBE D SAMPLER S_
w GROUNDWATER 4 OENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
O UNDISTURBED SAMPLE
- liFCCVERY INR)RMATION RECOVERY ISSUED BY DATE BORNG NO SHEET
- a avan =
- s. ggy COSSOCATON g
B-2021 I OF y AMENDMENT 3
BORING -2021 B
SHEET 2 OF 2 SITE / LOC ATION Iw AVmVAIID POVER STATION - LHIT No 2 J.O. NO. 12241
-.".i " f (f e
c FIELD AND LAB.
z z-w wm bb hh hf a
SAM'LE DESCRIPTION TEST RESULTS /
ww Ca w 4
J a
d~
"z "o$
COMMENTS n
3
~
m8 a
% rec SP-l GRAVELLY SAC, POCRLY GRADED, 34% SUBANGULAR TO SUBROUCED GRAViL TO 665 15 -
S 9
11-9-11 20 45%
SM 0.8 IKES MAIIMLH,(SWE FRESHLY FRACTURED GRAVEL) C' APSE TO FINE,
~
MOSTLY FINE SAC 12% N0hTLASTIC FINES, MEDILH. BROWN, NO FIACTION N hcl. -
S 10 10-18-25 43 GP BIC45/ INCH 1-1-1-b2-2/2-b4-3-3-3/4-5-b4-4-5 50%
S ACY CRAVEL, IMY GRADED SUBANGULAR TO 1.4 INCES MAXIMUM. 40-45%
CCAIGE TO FINE SAND, MOSTLY MEDILH TO FINE, 3-51 NChTLASTIC FINES, BROWN, NO REACTICN TO hcl.
11 28-29-22 51 GP BTWS/ INCH 5-6-5-44-4/5-6-5-6-3-4/4-4-3-2-5-4 SACY G3i AVEL, SIMILAR TO ABCVE, EICEM SUBuiGUIAR TO SUERCUCED TO 61%
660 -
20 -
1.1 IE s.S MAXIMUM.
BTWS/ INCH 1-1-1-bl-2/4-3-4-5-2-3/4-4-3-5-5-4 SS 12 9-21-25 46 GP S ACY GRAVEL, SIMILAR TO ABCVE, EXCEPT GPJVEL TO 1.2 INCES MAXI'CM.
50%
S 13 12-14-16 30 SP-BLCWS/ INCH 2-1-2-2-3-2/3-3-2-2-2-2/2-2-2-3-3-4 50%
SM GP AVE!IY SAr. POORLY GRADED, 40-45% SUEANGUIAR AND SUBFCUEED GRAVEL TO 1.2 INCEES MAINJM, CCAL TO FINE SAND 5-10% SLIGHTLY FLASTIC 655,,,,,,
S 14 12-14-16 30 SM-SILTY G;AVFL, WIDELY GFADED, SUBANGULAR TO SUBROUCED GRAVEL TO 1.3
~
33%
SP 1.3 INCES MAXIMUM, 42% CCAEE TO FINE SAD,14% NONPLASTIC FINES,
~
MEDIUM BROWN, NO REACTICN TO hcl.
S 15 11-21-25 46 GP BTWS/IEH 1-1-1-3-2-3/4-4-2-3-5-3/5-3-3-5-5-4 S ACY GFAVFL, POORLY GRAND, SUDANGULAR TC 1.4 INCHES MAIIMLH,20-251 jyg CLAh.E IU FINE SAE, 3-5% NChTLASTIC FINES, BRCVN, NO REACTION TO hcl, -
VITH LAYER CF LIGNITE S
16 Ig-2]
37 SP BIEWS/ INCH 3-3-3-b3-3/3-2-2-3-2-2/2-3-3-4-5-6 U UF " e m POCRLY GRACED, 35-45% SUBROUEED GRAVEL TL 1.2 INCHES 650-30 -
MAXIMUM, CCAEL TO FINE SAC, IISS THAN 5% NChTLASTIC FINES, BRCVN.
~~
4-7-4-4-4-4 4-4-3-3-4-5/4-b4-3 3-5
/
S l'
27-23-2.
45 GP-BMWS/IKH SP SArY GRA'EL, POCRLY GR IED, ANGULAR TO SUBROUCED GPlVEL TO 1.3 INCHES 67%
MAXIMUM, 40-50% COAEE TO FINE SAE, IESS THIN 5% NCN TO SLI'HTLY PLASTIC FINES, BRJWN, NO REACTICN TO hcl.
~
S 13 15-16-1.
29 SM STL" m3. VIDELY GRADED, 37% MOSTLY SJBANGULAR GRAVEL TO 0.9 INCHES -
~
45%
MAXIMUM, CCARSE TO FINE SAD,13 NON TO SLIGHTLY PLASTIC TIhT.S.
MEDILH BROWN, NO PIACTION TO hcl.
645 35 -
S 19 10-16-18 34 GM-BMWS/ INCH 1-2-1-2-2-2/3-2-3-2-3-3/3-2-4-3-3-3
~
4cq gg SILTY GRAVEL, VIEELY GRALED, SUBANGULAR TO SUBROUEED GRAVEL TO 1.3 INCHES MAIINLH,30-405 CCARSE TO FINE SAND,15-20% NON TO SLIGHTLY -
PLASTIC FINES, BPriN, NO PIACTION TO hcl, ThACE OF LIGNITE.
S 20 16-23-2 49 SM BwwS/ INCH 2-3-2-3 3 /3 3-4-6-4 /5 4 3-5 i
g3g
- F"
- m, WIDELY GRADED, 3% MOSTLY SUBANGULAR GRAVEL 70 1.2 INCHES __
~
MAIIML'M, COARSE TO FINE SAND,16% SLIGHTLY PLASTIC FINES, MEDIUM ERC'4N, SLIGHT P2 ACTION TO hcl.
S 21 5849-5; 101 GM BIUdS/ INCH 5-9-12-13-11-8/9-7-7-7-9-10/9-11-9-3-7-8 640-.
40 g3g SILTY GPlVEL. WIDELY GRADED, MO5TLY SUBANGUIAR GRAVEL TC 1.2 INCHES MAIIMLH (SWE FRESHLY FRACTUED GRAVEL) 35% COARSE N FINE SAE,161
~
N NONPLASTIC FINES, DARK EROW, STRCNG REACTICN TO hcl.
END CF BORING AT 40.5 FEET O i 4 (\\t o
~
U t LUMJ NOTE: FOR BORNG
SUMMARY
AND A
ISSUED B DAT BORNG NO SHEET AAK STONE S WEBSTER ENG. CORP &J f /Jkg/g B-2021 2 OF 2 LEGEW PFQ SEE SFEET t 12241-GST-1343 AWNbfAENT 5
BORING 2022 SITE / LOC ATION BEAVER VW w IrsrP sa m~, _ r,."
- 10. NO. 12241 SHEET I OF 2 GROUND ELEV (1) 6en n:-
COORDINAT2S Vma e
9.
VEICICAL DEARING LOGGED BY S PMLT INCLINAT ON DATE : START / FINISH 7-15-76
/ 7-16-76 CONTRACTOR / DRILLER "2
""'"t STATIC GROUNDWATER DEPTH / DATE 13 N / 7-16-76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DR!LLED __40 5 M METHODS:
DRILLING SOIL 31/8" CER BIT T ANCE T'E SAMPLING SOL
'"0DSTCM DRILLING ROCK
'd7 SPECIAL TESTING OR INSTRUMENTATION REMARKS I
^
Y o 3!j xp jg g S
FIELD AND LAB.
($
$U S? U C;
SAMPLE DESCRIPTION TEST RESULTS /
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sm COMMENTS a
az a-r w
% RIC 680 0.
~
BLC4/I:CH:
1-1-1-2-1-2 / 2-2-2-2-3-2 / l-2-1-3-3-2
~
~
S 1
8-13-12 25 SP GFAVaiY S AND, McEY G:CED, /.0-45% SUBA': GULAR TO SUDICU';Dr,D GPAVEL TO~
5t1 1.2 LNCH MAIDCM, CCAME TO FD3 SAND, F0STLY MEDIU4 TC FI!C, $$ !C:-
~
PLASTl', FINIS, BIOW, ZICK REACTICN TO ICL.
BLC /I:FHs 1-2-2-2-2-2 / 2-2-3-2-2-3 / 2-2-2-2-2-2
~
S 2
L1-14-12
^6 GP
~
"C%
S AN"Y GPAVEL. NCRLY GRADED, SUBANGULAR TO SUBICU'CED GRAVEL 701.0 67 5 _
!CNEASTIC FIN 3, BIEW';, CICK F4CTIC'i TO ICL.
INCH HJ.DC24, 30-35% CCAIEE TO FINE SAND,10STLY MEDIUM TO FINE, 3-5% -
~
S 3
L 2-16-18 34 BLO4/DCH:
1-2-2-3-2-2 / 3-3-3-2-2-3 / 3-3-2-3-4-3
!0 FE CVERI.
BLC4/ INCH:
1-2-1-2-2-3 /6-5-3-3-4-5 /4-3-4-5-44 11-26-24 50 3P S 2'N GFA7EL. KCRLY GFADEL, SCBr;OULAR TO 1.1 INCH MAID'UM, 3540%
S 4
40%
CGMCE TU FINE SAND, }0STLY MCIUM TO FI!3, 3-5% !!C:;EASTIO FINE,
BIZI, SLCW FIA0 TION 7010L.
BLC4/I'CH:
1-3-4-5-54 /44-54-5-4 / 4-5-5-6-5-5 S
5 22-26-30 56 SP-GPAVELLY SerD, POCR;Y GrcE;, Ac 45% SUBv; GULAR cFavEL To 1.1 I!ca
~
670 10 -
61%
SM MAIIMCM, CC AZE TO FINE SEC, )CCTLY FINE, 5-85 CNPLASTIO FINE, BICW7 WICK PIACTICN TO EL.
BLC4/ ins 1-2-2-2-2-2 / 2-2-3-2-2-3 / 2-2-2-2-2-2
~
S 6
11-14-12 26 GP SUCT 0?rEL. POCRLY G?ACO, ANGULAR E SCDUiGULAR GRAVE!, E 1.0 INCH -
45%
MILMW, 30-35% CCARSE TO F23 S AND, lECTLY MCIUM TO II ?:E, 3-5% :C-PLASTIC FINE, BICWN, 6ICK FIACTION TO HC' 9
BLC4/DCH:
1-1-1/2"-2-1 / 2-2-2-2-1-1 / 2-2-2-2-1-3 S UN FAVEL. PLCRLY GRALED, SUB ANGULAR 10 SU3?CL"CED OPA7EL TO 1.4 S
7 6-10-12 22 GP 33g IWH AIIMLH, 30-35% CCA.!CE *G FINE SMC, )0OTLY MEDnH TO FINE, 3-5%
665 15 _
FING, BTCW,10 PIAOUCN TO EL.
S SPLIT BARREL SAMPLE I. DATUM IS MEAN SEA LEVEL l UNDISTURBE0 SAMPLES (UD.S )
UNLESS OTHERWtSE POCATED '
BORING LOG US SHELBY TUBE 2 BLOWS REQUIRED TO DRIVE (n
UF FIXED PISTON 2"O D. SAMPLE SPOON 6" CR BEAVER VALTH ICWER CTATIO:J - UNIT 2
- h W
UO. OSTERBERG DISTANCE SHOWN USING 640lb DU4U5NE LIGiri CCVM:T q
UD DENISON HAMMER FALLING 30 PIITSBm0H, F?2::mLVUa A a
z LP_ PITCHER
- lNDICATES USE OF 300 !b g
s N _ STD PENETRATION HAMMER b'
RESISTANCE BLOWS /FT
- 3. DENOTES IN!HES OF PENS 'R.
12241-G5K-135 A
_Y_
CF UNDfSTURBED SAMPLF.R g
GRCUNDWATER 4 DENOTES INCHES OF
/
STONE 8 WEBSTER ENG. CORP.
w
- RECCVERT INFURMATION UNDISTURBED SAMPLE O
b ET AVAILA312 RECOVERY ISSUED BY DAT E BORING NO.
SHEET 5.
SCL CLASSFICATION gl I
2022 i OF 1 A,MENDii4E NT 3
BORING W 2
2 SHEET OF SITE ' LOC ATION BEAVER VA!M NVER STATION - C;IT 2 JO. NO. 12241 g
FIELD AND LAB.
z w
we R^
r 'e
r a
aw eor hb IU h[
<N $g h zg SAMPLE DESCRIPTION TEST RESULTS /
w w aw-a a
"E oy y
COMMENTS a
dI m3 a
$PF (45 15 _
S 8
12-19-11 30 G?
S AN"Y GRA7E', NCEY GiCD, STANG1 AR TD STICU:C D GhAVEL ?J L4 BLor/INcit 1-1-3-2-2-3 / 2-5-5-1-3-3 / 3-2-2-1-1-2
~
335 lia NA11C's, 30-35% CC sEE 7J FINE SU;;, WSTLY KC ILH T FINE,
]
3-55 !CFILMTIC FINE 3, DICZ;, :O MACTICJ TJ H%.
~
S 9
13-21-30 51 SP-BLCbS/IEH:
1-1-3-2-3-3 / 3-2-3-3-44 / 4-5-5-74-5 67%
SM GMVr'iY SC:0, MEY GRCD, SG A ;G11R TL 1.2 I:CH KiAIMJM, 25-3C%
CcAAF Tu FINE SED, tiETLY FINE, 5-10% :CNILA5 TIC FINEE, BTZ?, NC EACTICN TO liCL.
DLCZ/IZli 3-5-5-5-54 / 24-4-5-4-5 / 6-4-34-6-4 6(O 20,,_
S 10 27-24-27 51 GP S ArY GM7E, NCEY GRADE, 0@CG1AR TO SWILUZED GM7EL TJ 1.25 4$g IJCH MAllrJM, 3545% CCATGE TO FINE S UD, LES THA! 5% :CNiLMTIOFINE.)
BFC.?i, SCEGENE GRA7EL CRLH3LE INTO SC::', NO P2ACTIL: TC liCL
-l S
11 12-1 M 7 32 SP BLF4/I Cl!: 1-2-2-2-2-3 / 2-3-3-2-2-3 / 2-3-3-3-4-2
~
40%
GavaY reo, nR:.Y GRem,35-455 SmANGaxa m rm.ce::a GMvEL TJ 1.25 1:CH MAILM24, CCAEE ?) FI::E S A';D, LESS TILC 71 1.ItGTIC F1Na, BIL k?i, UCCASICNAL VER THI:i LAYF23 0F LIGNITE, NO REACTION "S !CL-.
~
S 12 19-15-17 32 SP BLc 4/I:EH:
3-3-3-34-3 / 3-3-2-2-2-3 / 3-2-3-3-3-3
~
$65 S A"2 A3 A.TVE.
~
655 25 --
Blow /I:EH:
2-3-34-3-4/4-3-3-3-3-3/4-44-3-4-5 SAMiU A (K P 4")
~
S 13 19-19-24 43 SP N2 G AIGE.
61%
SAMPLE B A TTCH 7")
~
GRA7I'lY S A'O, NtiiLY GILCED, 20-25% SUD:CC;;ED GMVEL TJ 0 I CH MAXI-~
HUM, GLAMF. TO FINE SCD, LESS THA:i 3% !CNIT ASTIO FINE, Bd' A, NG EAO-T!CN 70 HOI., TPXE CF LIGNITE.
S 14 15-20-22 42 S P-B;Cz/INC;i, 2-3-2-3-2-3 / 4-3-4 3-3-3 / $-4-3 4_3-3 67.1 SM GMVO Y S AN9, kTDELY GPZD, 40-50% SO:CTTE3 % STiNGLLAR GM7EL TO -
~
1.25 LCn MIIKJM, CCAICE E FINE S A':D, 7-14% SLIOliTLY ILCTIC 7J "' := ~
PLASTIO FINE, BIC.?i, TRACE CF LIGNITE, NO REACTICN 7) lE L.
~
S 15 15-18-31 49 SF-BLO4/ INCH:
3-2-2-3-2-3 / 2-4-3-3-3-3 / J-4-544-7
~
65C 30 ~
72%
SM SAK: AS ApryE, WITTELT LIr;I E.
BI/"4/I:CH: 4-344-5-4/3-44444/6-6-64-7-6 SUCY G%C", NCFi.mY GR/CD, SW!rt";DED E SQA::GUL AR CiGVEL TO 1.?(
~
S 16 U.-27-37 6/,
GP IXH MllN/M, 3C.40% CCAR3E TO FINE SA!;D, LECS THD 7% :C:;ILASTIC FINW, ~
BIC4i, 20 F2 ACTION TO HCL.
79%
~
BLCL/ INCH:
3-3-3-3-3-4 / 44-3-3-:-2 / 3-2-3-3-2-3
~
S 17 19-19-16 35 GP-S A"Y GM7EL, hEl1Y GhAIA, CUD:UDCED TO STA ; GULAR GRAVEL TC 1.25
~
~
A05 GM I:CH R11MD4, 20-25% CCATE ?- FINE S AED, 7-12% l ' nit.STIO FING, DTi?i,-
NO REACTICN TO lEL.
645 35 -,-
~
18 25-22-24 46 GP-B:.ca/I!CH: 3-5-54-5-3/6-3-3-4-3-3/4444-4-4
~
~
6?%
GM SUS /0 tK7E, EICEli 25-35% CC UGE ?J FINE S A:'D, FI.TTLED LISirI G:d., ~
~
blei AF) s.DDISH B:UA, SLICHT EACTIcN K 1:Ct.
BLCL/I::CH:
2-44-5-7-12 / 14-15-11-44-5 / 5-4-5-5-2c-30 S=.
S A!GLE A, LAL b?1L GRADD, 20-25% SG1trED GM7E. To 1.25 I:Di S
19 34-53-69 122 SM MAIIFJM, CoUiLE E FINE SAIC, 7-12% NC::PL GTIC FIN 5, ?LT ED D:( 4: A! D ~
~
A3%
LIGHT GPM.N,!:0 REACTION TO ICL.
~
SP-S AMPLE D. LA.l2, ACEY GIdDED, 5-15% GM7E TO 0.5 I"CH PAIIrJ", Lt3 3M THAN 15% CC AEE SA c, ItmY ME':ILH AND FINE SA::D, L:03 THA. 3% FINS, -
- [i
, ~
's, S AM11E C, S"1T SUC WILE *Y GRAIc, 30-35% C2 cT;u:n Gn;;r" TO 0.5 N
BiCi?i, C EAGTICN To lOL.
640 40 _
3 20 IIll :LillMJM, Cu,JcE % / Ins SA!Q,15-20% :C:;IiZTIO FII.4, LTT'ID L:1 J.G:
gg N
g_gi u i ~
A'iD B!C.?! AYD GPEEN, NO REACTION TO lOL.
7;f 4,
DLC"4/I:CH:
B-) bl4-10-9-10 / 18-12-15-17-11-13 / 13-15-21-17-11-11 CRAVE 'Y C AND, NOEI GRADED,15-25% SUDiOIRCED GM7EL ?J 1.25 INCH MU-
\\
DC21 CL AKE E FINE S AND, FLSTLY FILE WIT!! VE2 FINE, LIL3 THAN 7%
N 9CNlic.STIC FINE. Dit.% VM C( FPACL __
Era cF BcRING AT 40.5 pm.
NOTE: FOR BORNG SUMMAhY AND ISSUED BY D AT E[M BC N O SC STONE 8 WEBSTER ENG. CORP LEGEM) ef0 SEE SHEET I Ms S//J 20?'
? OF '
~
I??41 cg::-1350 htJEUFME NT 3
BORING e SITE / LOCATKN fEAM MEY Te mTICN WIT 2
- 1224, J.O. NO.
COORDINATES N
'R" E"0 GROUND ELEV (1)
INCLINATON MTIC AL BEARING LOGGED BY 13'"
DATE : START / FINISH 7/24/76 j
7/2. /76 CONTRACTOR / DRILLER STATIC GROUNDWATER DEPTH / DATE
n-
/ 7 04/76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED 444 "
METHODS:
D9ILLING SO:L 3./8" RCIUR BI* "'o aVANCE HCLE SAMPLING SOE 2" 0 D 2FM? 2FM" DRILLING ROCK NOE SPECIAL TESTING OR INSTRUMENTATON REMARKS E s 8 --
zP hj "j $ 3j S
FIELD AND L AB.
w j$ $"
S& I$ k3 t;
SAMPLE DESCRIPTION TEST RESULTS /
, o, w w aw-
< r
- n ae r a-a m z eo sa COMMENTS h$
W
% REC t>d4 v ~
1/2" 1 1 1 1/1.1 1 7 1 1/1 1 1 1 1/ >" High 4 /IVN 3
3
$-7_5 12 Q"
MM S AA 'wM GRADED,4412ANG"L AR TO SUBROo@FL GRAVEL TO 0.R INCH G.. A ] FD;E CAND, 7% NCNFL/C0 FINE 3, 3RC4N13H GRAY, JTRUN5 ]
5e1 y,AllL. _
n m
1-11-111/1-1-2-1-2-2/11-2-1-2-2 ELO.iJ/ INCH 3
2 6-9-9 18 h, M M Y SAM) SIMILAR TO dAMFLE #1 GRAVEL TO 1.1 IN. MAXIM"M
~
6n
~
' ' 1-2/1-i-1-21-1/2-2-1-3-2-2 M.c4J/ INCH
~
~
~
3 3
'0-8-12 20 5ILTY l AND. WILELY GRADED,13% SUBANGULA;t 10 PJbh0JN ED GRAVEL TO 1.2 50%
CM L;d PAXL U COARJE TO FIE EA'O 13% NCNFLA5 TIC FINEJ, Ba.'.IJ GaAY
~
- DtJNG h.E. ACTION WITH H'L 2-1 2-2-3/2-3-3-3-2-3/3-3-3-4-3-2 BLOL3/ INCH 6
3 4
'3-16-18 34 h CRAVELLY SAND, SIMILAR TO SAPPLE #1 BUT GRAVEL TO 1.2 IN. MAXIMUM
~
50%
1 1 2-2 /1 2-2-2-2/ 3-2-3 3-3 FLOJ;/IN2H
^
27 GP AVELLY C AND,POOPJ Y GRALFD,20-30% SUPANGULAR TO L"BRuCNDED GEAVEL TO 11N-'
~
bb h0 k b h b b hhlk h!Nb h Ghth b b fi TN';g37___~
JAVELLY S AVD J!nILAR TO A3CVE.
4 S
6
- 2-14-46 00 J
22%
EuCW3 /IN:H
/
uitd,,_LT a-(. 7 7 ET =d:
- 3, 3, 7 5-7-7 7-5 /5-P,I-6 eG-SC% GUBANG"LArt TO ANGULAR GRAVEL TO -
A2,bl fauwLO p
wu. ALLY TA3"LAR FRAGME'T"J CCAF2 TO FINE SA'O IM THAN 51 NCN--,
3p
.s n..
'I k,f % [M f%9Eh *NC l@$164 GPA.s 3
7
-38-33 71 I
670 '
10 LM"! 30 hi$
P'C' N iY-)Nb.,k PNI b. h,h M. b-d Te%
FLLII: FINM,bLIO F1ACT!vN H01, Diner.pD Eh0 N g
1 2 3-1/4-3-2-2 3 / 3-3 3-3-4 Bied
.CH
~
3 g
- $ 3(_;c Jo
- p JIITT r/5D, WIDELY GRADED 3;% J"BA%71LAR TO CULRC"NDED CF.AVEL TO 1.2 INCH KaAa M A AFCE TO FINI 3AND SCI 3h0sNId GRAY, MERATE hEA.d..?
L/QIC TO 3LIGULY FLAJTIC FIEs, n-S 9
1-25-23 48 JM 1-1-2-2-3-2/5-5-4-4-4-3/5 3-3-4-4-4 BLOW 3/ INCH 17%
CEMEN*ED S AND, THIN LAYER CR LFEE,ETLY FINE S AND, FAIhLY EIl CEMF.NTE.Ii C A!4 Ar.rAJ, LIGHT BROWN.
cn 2,
S SPLIT BARREL SAMPLE
- 1. DATUM IS MEAN SEA LEVEL UNDISTURBED SAMPLES (UD.S )
UNLESS OTHERWISE PDCATED BORING LOG US SHELBY TUBE 2 BLOWS REQUIRED TO DRIVE b.
to UF FIXED P!STON 2"O.D. SAMPLE SPOON 6* OR
- *)
W UO_ OSTERBERG DtSTANCE SHOWN USiNG 140lb BEAM MY N 'ER MwN WIT 2 f.g UD DENISON HAMMER FALLtJG 30" DUVJE5NE LIGHT COMPANY j
Z UP PITCHER
- lNDICATES USE OF 3001b FITT3 BURGH, FENNJYLVANIA s
N STD PENETRATION HAMMER RESISTANCE BLOWS /FT
- DENOTES INCHES OF PENETR.
JZ OF UNDISTURBED S AMPL ER
2-""
w
- GROUNDWATER 4 DENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
]
.. RECOVERY INKPMATION UNDISTURBED SAMPLE
-.J NOT AVAILASII RECOVERY ISSUED BY DAT BORNG NO SHEET S.
SOL CLASSFICAT10N d
9 /J B 202)
I OF 2 AMENDIAENT 3
- C2 '
DORING SHEET ' OF SITE / LOC ATION Pam V,JJ FY Ft'.Kr{ STATION UNIT ?
_ 10. NO. "
- F W 3 E.,
j FIELD AND LAB z -
D-,-
w g,
_, w Aw m
$g
- =
n SAMPLE DESCRIPTION TEST RESULTS /
OC SW
, r
<z o, e g m
zo
>w ww w w ow-a 3-
- j =og l; 8 COMMENTS r
m 1RT 66 5 13
- -3-4-4-4-% s-4-5-5
-3n-:-3-:- 3-:
ruu m: ~
M
'1 "p
GR A /FI LY AND,l'Ots.LY GRCE2 M-CE JUM0"'ikrf 70 a.. -- nDED ChAa.l &
N"%_i CT?r*?T'!TM i IN. MANY i l".$EO M'd INTO T AbC.sut r Q ir>T> Ll w HAan.
r 3
- CJ/Jt 4 N k.INd SANJ,%.k'ILY P.DIOd TV FINE, 5 'CE ?
iL~ TIC flh e
DEP3Z,1AXP, BRCinfN
~
J 11 11-18-26 4*,
1-;
.-2-2-2
/2-2-3-4-j-4/4-5-5-4
-4 bLV..:/I?M!
NO RFrcEnt, JAMJLFA 3EKD DY 1 1/2 IN k Wh:1.
1 N-2-2 /2-2 - V / M-5 3 loa J /INC H r,M.D W, MU Um,' M T UdtGM N El LE GM N UM -
m l
1 184 42 "T
5(g uV.Arb TH o 1 IN. Call 3E TO FIk J AfiD,MCLI MOI"M,2-di NCSFL4JTIu _
F Dro, Dr.N ah, D AV, WU
~
2-2-3 %.; 4-5 5 / $-J-J-5-4-4 BIA/IN2H 3
13 l7-27-24 51 2
cum.LY c / sD, JIMIL/Jt To Asc7: EICEFT $~1CIFI'G,0CG AJILNAL PC31TJ C/_
D
~
~
DAitA P:tdaN m;LT FFW FT<CMINTJ,D2.3 ITAL LI., 'ITi 2-3-1-3 l3-4-4-3-4-414-4 ?LJiS/ INCH 3
14 l8-22-24
'.6 JP cetA yLI y, um, ;;g;;,;g 7g ApuyE, SCT
~
2-2 1-4-54/5-5-7-8-7-1 ~ 7..-4
'-5 Wa '.' d 655 - 25
- ,rgY nEr,$_t,1 ga.;c ra.;.;L p.onwED cgA.n 73 3/; IN.
.v u!LY WmT. IEBM13,%ILY FINE Jea,LG T.w;..i; % 'LCTIC FI L 3
15 2;-40-33 75 SP NY,A3 T;P IN"PICING Doww A;D T : ?.5 % FINEJ,313 >E,ii?, DAM hnUC,ThA.E 56I LIGNI3.
~
SMQY GRA7EL, PWhLY MEJ, JGROCCED GRAVEL ?] GE ATE 2 UiAN 1 1/2 IN,,j 6 ~4.,d.,%. a *ki ff..?s,,n.gi '., pdc.M NM LATIC 70 JLi'd1I f EEN*
i..
s E- ;A m 3-2 3-J 4-5-4-1 C.Ja'4EH w
s w:
- p 0
~
3M
. II TY SAND, i!LELY Gil A"ED,y atdAN TLA;t *C
?12"'CED Gha,'EL TJ 0.3
~
61%
7.J, W M;3.a,n fT tcL.w.f.(.I.y ;G W FI1E.A'C, IE% NUNFLA !IJ rINr~, En0'a' Ji CRAY
..g.---
u
, K4.'T17 QID$D, b,d:- va...
a nA'iC'LAR hvaDED GR A7EL TO C:vA!w
- Y E3 IN.CCANE TO F!! E Cc0 WrTL 1 "'
' 5~E2 6 ES
~,P
- L.G. M, _' '.m' L;. p_.Jy.. i
- I?i & C C1CNA., I FI';
10-1I'UWI. GIC U 650 "
- 1h Lh *-
g L,_
3 0 17' Ch Ihl 2-5-4-4-4-3/6 3-4,.-u-4/6-5-4~,-4-4 PLU. 2 Ircg S
13 22-2547 52 [.
G APJJ. Y 10D, CIMII.AR To AJ 7E.
~
$ng
.:.M
~
RA70iY Cri',.1L-110 3, J d C"B A'U 'l.Ai TO,.. " u. L :..d 7 A N
~
vP C. ) IE;11 MA TTM7* MAD ?(
'" :'AND lli WilFLA';Til FI% E* Pk0iN* '70 -
,3
,2-s,1 A
49 c.
n a
a (73 F1ACTIEN ' ! TH EL a
1 1-2-3-L 2-2-2.
4-i ' 3-1 D.AJ IN ?rf 3If th GuYEl.,F00 Fir ORAli.,v,
~ i 1 iM ED To FCOLD CMW1 TJ ChEA!i.R
~i 645 WAN i i - NRJ LFCE, DAW,. % N AL4 b ; F 1 I N, ?o-E t 9 n Y > I ~ aND,'
c&? m A.II: T3 : CdTLY F AJTIC
~
<0
'7-13 17 y
.a, ya, NgAgny hi;yg.y,gs;p ; g -,-
o T"Ib.A3 Mil'T3 L.J JNIHE I AJ T ~LELY UtC D 15-<> M ? r.'h,AI U AITA, '.'ti t J/4 IN. CC M 67%
a 'i.
7 WJ.L Y # D.
b -w ai s
r.... o na ? ' t F. Ni. AJ a, : '.a
~
.'ILTY S AN:, [ oaf Y G2tADR, 30
- 1. d;N 1 i rLy %%N A
w a c.w 1 u u'.'EL 2u A
1 IN.,E!LY Fl!!E JA'O,2%,1 }CELAaTIC TO,,:.IGHnY FLA.J e
FI W,
3
,,~7 35 GM ut cE,t AMr,shws/gaANr. nuos IN.;Luct; ris cxA7,1 mI;. FaAmirm 3
~
3-5-4-5-7 10/16-10-14-1 b15-!4/1 - : -: u p 310. j /IN;K GuFl ' :i!! TY F AND, TOOLLY CPMh.D,20- JE GhAW1 N Gin 7r.( TW4 2*
GA. 21 r INE AND MO3TLY FINF
-A 1 'iUN: LA ~ TIC FINE';
LQQr ).EE,DARA Ido=N,IEU. Lam 1)AKA l E:m } nI ABIE f,t hmNT..
3*, 'g 8-m
.e.P 3
64D -
40 -
1GHT UhM DiD OF 90RDG AT 40.4 FEI!!
f.*.j
<eg
~
Oqe. A.,
,/ *.'..
'w; w
W
- ]TE: FOR BORN 3
SUMMARY
AND
.. SUED Y DA E B ORlNG NO SHEET
' STONE 8 WEBSTER Em. CORP c2 S d 9 tJ/lfjg LtCENC WO SEE SHEET l 3 m or 12c141Jk-19 9
8- # 25 BORING SITE / LOCATION P" AVG V C.EY Pt m rTATI m - n:IT w. 2 g g 3,,,
N A 2.83 E 8726.25 GMD RM W mrEE-l SHEET I OF 2
COORDINATES R. M C AM N*
BEARING LOGGED BY INCLNATION N^ U"II1N 7-25-76 j 7-2s-76 CONTRACTOR / DRILLER DATE : START / FINISH STATIC GROUNDWATER DEPTH / DATE 13 Fat
/ 7-26 %
DRILL RIG TYPE
"* 3 #
DEPTH TO BEDROCK TOTAL DEPTH DRILLED METHOCS :
, im actLER DIT m mAM2 ucl.E DRILLING SOtL SAMPLlHG sot-V" 'm IFIIT Clm DRILLING ROCK SPECLAL TESTING OR INSTRUMENTATION REMARKS
, g h
FIELD AND LAB.
3 8.-
zp w
g $y 3g
,[
G SAMPLE DESCRIPTIOV.
TEST RESULTS /
j$ $"
S& I$
w w aw-
<w
- o r
o a8y e
em COMMENTS e
az a-r h6 w
1 PIL 1/4. 5-1/ i. 5/t-=-i-2-i-i /1-2-1 s-s u.0/ m n W
3 _
S 1
2-M 18 JM
'ILTY JAND,.ILELI GAA.;ED, 351 SUBANGLMt TO SUBEOU:!;ED ChAVEL TO 0.8
~
33g II.di MAAIMUM, COA' tie TO FINE SAND,131 N05TLA3 TIC FINv3 BRWN,CTRON7 RFA "T** '.T!*H T!.
I/1.5 1 1 1/1 2-3-1 -1/2-2-2-2-1 -2 BLW3/I.:H
'ILTY SAND, SIMILAR TO A30'.T. EEEFT 25-3*f.hAVEL. CHCE BLUCKED BY 2" 5
2 7-b11 20
.M d.35LE.
781 2-1-1-2-2-2/2-2-2-2-2,2-2-2-2-2-2/2-2-2-2-2.
ELC.'/ INCH
~
3 ANDY G AWL. '.ILI, GEA;ED, GU2 ANGULAR TO SUERCONDED GRAVEI, TO 1.0 IN^H 675 -
5 S
3 10-12-12 24
<AtIMUM, 37% C^ ARCE TO FIE SAND,11% NUNFLASTIC FINES, LECWN, STRDNG 56%
(EACTICN '."ITH H~L T 2-1 1/2-2-2-1 2d 2-2-2 -2 M i3/ INCH h'
Pr? GR AV7L. SA?C A3 ABCVE C
4
?-11-11 22 67%
1 4 5 -6 /7-L-5-6 5 / 5-4 5 5 DIf J/ INCH S
5 23-35-27 62 CM MVEliY ?ILTY PJ'!D, hki.iY GRADED,15-25% JUSAN3L" AR TG. vBRC'? OED GRAVEL b~
A r
67J ~ 10 -
..A.--.A,_,~.
,,.s.s
- n d 70 bu]LMILED Ghr/LL TO -
o_9[RLilfCMb-cb b.g 3,a - i_,
..c 0*b S~EIN*.'L*:
uan.. EN 1} QQ7LM.W#. I9 J1R -3)kJ IN.IN:L'r Ta%AR FMGM NTJ FRIOL. GRAY JM;D3TCNI S
6 7-21-31 52 SF 55MJC t[93-M-T-t f%f-A*.C.Q"' '""[*Q 10 Fil.J. JLId7 ~
.- Y Wit 3 4
~
- C5 "M
Ji S.
.IuriY a 1.i-1 ; w...
~
' q.. Ih mEb-
~
3 7
!.0-1 *-21 A2 h hb[0 TN yAIJ2,"1?-L'.7NKGTJC,,IQ f. LIGHTLY PLAJTI", FINEJ,50 HCL
[
671 8;Pdffp @ h W f7'r, g y,YK*l4 g g L to 3/4 IN METLY FINE L AND, LP hdM5M&N, :,103T h.EACTIGN TO HCL,DWE, DIM,3t04NCXWma 5-fA mir p C FINE.J '
'Y a-3 g
37_23 ;g 31 GM
-mh m1 IN. M LT MELIUM TO FINE SAND, 2-71 U NFLAP. TIC FIf.E u=
te S. SPLIT BARREL SAMPLE I. DATUM IS MEAN SE A LEVEL UNDISTURBED S A MPLE S (U D.S )
UNLESS OTHERWISE DOCATED BORING LOG US. SHELPY TUBE 2 BLOWS REDUIRED TO DRIVE em M
UF-. FIXED PISTON 2"0 D SAMPLE SPOON 6" OH PEAyEn y;u1Ey Ivg5;1,;T ATICN - UNIT NJ. ^
g W
UO_ OSTERBERG DISTANCE SHOWN USING I40lb UD_ DENISON HAMMER FALL'NG 30" C
Z UP. PITCHER
- 1C C.TES USE OF 3OO lb FIT *RUhGH, FENNanVA::I A
,.s' N STD PENETRATION
- HAMML,
..)
s RESISTANCE BLOWS /FT 3 DENOTES thCHES OF PENETR H.
OF UNDISTURBED S A MPL ER b
_T d STONE 8 WEBSTER ENG. CORP.
w GROUNDWATER 4 DENOTES INCHES OF O
- RECOVESY MhMATICy UNDISTURBED SAMPLE NOT AVA MM;i RECOVERY ISSUED BY CAT E BORING NO SHEET 5.
SOL CLASSflCATK)N C/
g g 8 OF A MENDiAE NT '3 s
BORIN G " "'
SHEET 2 op 2 SITE / LOC ATICL
'""P'
~m J O. NO.
1""
- n V 3 5 et j FIEi. AND LAB.
z w
wa 9-zs a w
{,8 r
a E
g$
$W %I
%=
SAMPLE DESCRIPTION TEST RESULTS /
,g i
<F
<E
=a t
COMMENTS w w aw-a d-m8
% RFC tc$
15 vLIGHT ttiAJIILN T HC1, Lz.EE, L A.V, LuOW.
14 " 1-1-1/1-2-1-4-1-1/.
2-2-4 BLC43 / INCH C AND, CiDM, FINE,T'tA;h 4EIJ ROODED GRAVEL,2-5% bdPLAJTIO FIE,::0.
S 9
5-4 22 OP ETICN TO HCL, VERY "'I Wi!*E COTACT, SA"CitATED BRCWN 67%
~
2-2-2-3-2-3/3-2-3-4-4 4-5-5-6-i-5 BLO.J/INC:1
~
33MELLY ;.!LTY, A?TD,10C21Y Gi.ALED,30-40% JUBh0CCEL TO P.CUNDED GREEL TC-
~
S 3
53 2
L.tEAILh DiAN 1.5 Ii.,COARGE TL FINE,MDCTLY MEDI"M TO FINE 10-20% NON-4 FL;.J*!C FINEJ, NO HCL REACTIC., LIGNITE FTtAC?CITJ, Dr.NJE, WET,3R04N
~
1-2-2-2 1-2j2-2-2-3-4-2l4-3-2-3 3-2 DLJ43lINGH
~
~
S 11 10-15-17 32 CP GP AiFiLY 3/JO, POChiY GRADD,20-3C5 GRAVEL TO GREAM THAN 1 IN. LCAhCF '
(gg y
N FI?.m CAL,HXlILY MEDIUM,1%151 NONFLAJTIC FINE 3, JLIGHT PLACTICN TO -
=
HCL, LIONITE F'tAGK2i'J, D Aa., 4ET, Dha.3 2-3-3-4-4-3/3-2-3-2-3-2/3-1-1-2-2-3 BLOW 6 ISCH 3
12 19-15-1*'
29 I.,P' G ADF B, 431 scP ANGPLAR TO SUoROUN;ED GRMEL TO 1.1 611 IN.hAUMoM C2 AF4E TO FIE SMD,13% NGNFLASTIC FIES,No FIACTUN WI*H HCL 1-2 1-2-1-2/ 2-1-2-2-2-3/4 T-4-1-2 1 FLCWJ/ INCH 3C-
"LMY QWryffthiY Gh/uF.QU$ANil.AR TO 30Edt0DCED GMVEL TO GrtEA*ER -
J a.%,.W., S..ys@M t,.i G..,.5E C4.Q.,14-2'/.%, ' f.1W"*' ! RETf gNEJ -
';M e j 4,.w..o.e. ~.. as m.,_.. cm, m. u,M:,
w w..
> -u mt i 13 9_3,-17 31 o
4
%'ZUNuc% FIE i-5% M LETIC Da~, MJa, 4ET, DRc.N MC H;L m 21 665
- 25 -
S 61%
rn.J N 3-2-3-2-3-2/3-3-3-2-2-2/3-3-2-3-3-3 BLc4:/ INCH CILTY CUC, PCQiY GFX F.3, 1:^.-2*C JP3C35.AR TO CU3h000ED C'.AEL TO 3
14 15-15-17 32 CM GriALA N0 1 l'i. GCECE TO FIE JA'O, M0J*LY CCATCE, 10-2C% NCN-
~
45%
11.1: TIC FIE, NO EL FIACTICN, adJE, 330iN 2 3-2-2-2 /2 b 3-4-4 /4 3-4-4 -4 SLCWJ/IN;H
-q JALY Ghal, shLL Lo.ALrJ>, aubANJULArt N oCBet0 UNLED GitAVEL TO 1.4 INCH S
15 13 18-23 41 GW-MAIDCM, 2+% CCAP4E TO FINE SAND,11% NCNFLA3 TIC 5'INES, BROWN, NO
$g GM REA2"Ui. WITH iiCL
==
650 -
S 16 11-1 % 17 33 2 N - M -2 N - M N/EH
2 4 2-;-3-J / 3-4-3-3/4-5 6-5 BLc4J/IN:H 3
I,'.,
,O'I 8
U, CP-GRAD iY : D,
410ELY GMOEL,3 e-40% CU3 ANGULAR TO SU3RR. CED GRAVEL
?
!v 1 IN. u. A.Lt. TO FINE CAfD, " ~15% NCNFLAJTIC TO CLIGHTLY FLAJTIC
'g FINEJ, NO E L PIA:TICN, DF'CE, PRCA 3-4-3-3-4 U S-5-4-4-4-4/J-3-3-3-3-3 BLOWJ/ INCH JM GFAF*iY CTLTY,,, 4;LELY GhAED,20-301 JU3ANGUL/Jt TO SUBE0':NLED
~
45 "
18
'0 26-18 44 77g FINEC, NO HCL FIACTIO e, 012L't. '
BhJ.3 OP 8, CiIFCFl! FINE, 2-5% FINEJ, NO JCL ECACTION, LENJE Bh04N 2-i-4 4-2/4-3-2-4 3l3 3-3 -4 SLC4J/IN :H CILTY SCO, WILELY MALED,2%3A% J'2ANGULA.t TO ; JBh02:L';D GRA/EL M _
19
%17-17 33 CM 1 IN.,.LA.Gi TO FIL JAND,1%r1 NWLACTIC TC JLI HTLY ILArTIC FINEJ,~
61%
OCCAJICNAL GFXL PCCFITJ JANLY CLAY, ' J HCL FlACTICN LlduE, Sh047i 2-64-7-7-13/5-12-12-15-17-l a/12-22-34-26/0 BLc4J/IN;H yp, GRA'."'J.Y L AND, POCHLY GFLED, Z-3C% LU3R00CED TO RCOCED G:tas 1 TU Gdritt ni/Ji "3~
E 173 "M
1.5 IN.,2C AM *0 FINE CANO,M0JTLY FINE,5-? % ? JNFL TIL 3
FIN.J, ALTEhNATING LArst3 C/JD/,IL*Y SAND, DFIE, JLIO:f" HCL MACTICN, _
m.,
gg. gg 120 CF BURING AT 3).3 F;ET
<*i - 4 4 d.L.0y,m
,s NOTE. 'OR BORNG
SUMMARY
AND IS*UED BY DA E BCRNG NO SHEET STOE 8 WEBSTER EW. CORP L 7EPO WQ SEE SHEET I Ms f /J////g e-m 5 2 OF2 uw -a-o n A MENDME NT 3
BORING N SITE / LOCATION _3EAVER VEET,7AR STATION - WIT 2 J.O. NO. 12241 6ao y m SHEET I OF 2 COORDINATES N 3956.6 s si42.
GROUND ELEV U)
S.P. REYNCilS V N ICAL BEARING LOGGED BY INCLNATON 7-8-76 f,7-8-76 CONTRACTOR / DRILLER PGNA DHILLI?C g
DATE : START / FINISH STATIC GROUNDWATER DEPTH /DATE
' 3 "" / 7-8-76 DRILL RtG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED p.5 na METHODS:
3 1/8' ROLLER BIT TO ADVANCE HCLE DRILLING SOIL 2.0a o.D. SPLIT Spoon SAMPLING SOL
^
E 3
S FIELD AND LAB.
N-zP W
% $g SAMPLE DESCRIPTION TEST RESULTS /
,w l[w
$U II 5
"j t 5 a"
? i59 8
COMMENTS W
g h6 1 REC 680 0.
~
10 SAMPLES TAKEN FR04 SURFACE TO 10.0 FErr 675 -
5 670 -
10 -
~
S 1
9-17-35 52 OP-SUCT GSAVE. POORLY GRCID, ANGULAR TO SUBROU?CED GRAVEL TO 1.1 IN3 ~
~
11%
CH MdINP, 30-40% CCARSE TO FINE SAND, HOSTLY FINE, 5-10% NnN7LASTIC FINES, BROW, MODERATE REACTION g gt y
=
665 15 -
I S. SPLIT BARREL SAMPLE
- 1. DATUM 15 MEAN SE A LEVEL UNDISTURBED SAMPLES (UILS )
UNLESS OTHERWISE POCATED BORING LOG US. SHELBY TUBE
- 2. BLOWS REJURED TO DRIVE M
UF_ FIXED PISTON 2"O D. SAMPLE SPOON 6" OR BEAVER VALLEY PCWER STATION. UNIT 2 W
UO OSTERBERG OtSTANCE SHOWN USING 140lb b
DW"ESNE LIGiff CO'PANY o
UD_ OEN1 SON HAMMER FALLN3 30.
wi 2
UP. PITCHER 4(-INDCATES USE OF 3OO lb PITTSBMH, PZNLYLVANIA h$
N _ STD PENETR ATION HAMMER
%v s
d RES; STANCE BLOWS /FT
- 3. DENOTES INCHES OF PENETR.
122A1 - D - i m
)
J.
OF UNDISTURBED SAMPLER T GROUNDWATER 4 DENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
G) y O
.. RICOVERY INKRMATION UNDISTURBED SAMPLE NOT AVAIIABr2 RECOVERY ISSUED BY DATE BORNG NO.
SHEET sot CLASmCATION g
y/fpfj/[
B-3005 Sg i OF 2 AMENDMENT 3
BORING 8-N SHEET 1-. OF _2 -
BEAVER VALLET PCWER STATION - UNIT 2 SIT E / LOC ATION J.O. NO. 12241 c
c
--Ug6 FIELD AND LAB.
rp bw we 3
w "a hh h
,g SAMPLE DESCRIPTION TEST RESULTS /
b g o, f
W5 5
m d
COMMENTS
=
=6 b
e
% REC S
2 9 13-M 42 GP SALT WE. P00EY GRADG, AZOLAR TO SUBROTCC GRAVEL TO 1.3 INCH,
67%
MAIIMUM,15-25% CCAEE TO FIE S AND, MCETLY FINE, 3-5% NONPLASTIC FIES,*
N OW BRCVN, NO REACTION To mL 6 60 SILTY SAT. VIDET GRADD, 41% SUBRODCD TO SUtt%JLAR GPAVEL TO S
3 8-13-12 25 SM 1.2 I E S MAENOM, (SPE RESEY FRACTURED GRAVELj, CCARSE TO FINE, 39g MTTLY FIN 3 SAD,17% NONPI.ASTIC FINZS, BROWN, SLIGHT REACTION TO EL.
S 4
6-lL13 24 SM BLC'E/IN. 1/I. 5 1/).5, 211,2-1-2-2 1-3,2-2-2-2-2-3 TCP 2' S CCY GPATC. P00EY GRADC, SUBAEUIAR TO SUB302CED GRAVEL TO
- 22%
~
0,B' MAI., 25-74 COARSE TO FINE S AND, 5-61 NCNFLASTIC FINT, BEWN, 8"
NO REACTION TO JCL SILTY S AC. UNIFCBM, FINE, 8-12% NONPLASTIC FIES, -
~
SP-S 5
8-1 F15 28 SM S AT. UNIFORM, 9% SUBROUEED GRAVEL TO 0.4 IN. MAEMW, FINE SAC,
/I 1-1-1-2 b, b h-2 BLOWS /IN. 1/2'-2-1-2-2,2-24-2-2-2,2-3-3-2-2-3
~
~
Gp_
TCP 3' S ATY GRAV"T P00E! GRACE, SUBANGULAR TO SUBROOCED GRAVE "
S 6
8-12-15 27 GM u
TO 1.2 IN. MAI., 35-45% COABS TO FINE SAE, 5-8% NONPLASTIC FINT, 2P%
ILTY S At. Ulf!POPN, FINE,12-15% NONPLASTIC FIES, BiddN, NO REACTIO[
%'N.
SM TOH2.
~
B, 3/I N. 1 -1/2" 1 -1, 1 2 3, 3 3-4-4
~
S 7
61111 30 SM SILrY SAE. UNIF0iH, FINE, 5-10% SUBAMULAR TO SUBROUEC GMVEL T1 -
67%
0.6 IN. MAIIMUM,12-15% NONPLASTIC FINE, BR'VN, THIN LEEES OF lib -
NITE, NO REACTION TO HCI..
650~
30 y' 'G
'~
S SUBANGULAF. GRA7EL TO S
~
S 8
11 11 11 22 1.3 IN. Marx 0M, COAFSE T3 FIE, MCGTLY TINE S AC, 9% NG:GLASTIC 225 FIES, bio 4N,10 REACTION TO HCL.
~
BLOW /IN. 7-9-7 5-2,2-2-2-2-2-1,2-2-2-2-2-2 3
9 41-11-12 23 u P-3 00' GSAVEL, POOEY GRADC AEULAR GPAVEL TO 1.0 IN. MAIIMP (SPE -
29%
(N FRESEY FRACTURED GRAVE) 42% CCARSE TO FIE, MOSTLY FINE SA?D,10% _
NONPLASTIC FINIS, Br4N, NO REACTICN TO HCL.
BLC'E/IN. 1/2*-2-1-11,1-2-2-2 1-1, 1-2-1-2-2-3
~
S 10 5 9-11 20 to P370VEFY-CNS PIECE CF GPATE IN TIP GF SPOCN BLOWS /IN. 2-1-1-2-3-2,3-4-4-4-7-10, 7_j 7.1r-17-17 S
11 11-32-53 85 aH sILTT GRAVEL. VIDELY GRA00, MOSTIY Ad1LAR GRAVE TO 0.8 IN. MAI.,
=
$c%
y/1 Cna8SS TO FINE SAr,165 NCNFLASTIC FING, BR%'N, STRONG REAO-TI7 0 HCL.
~
. BLC'E/IN. 8-11-9-13-10-8,10-6-7-7-8-11,7 10 12-7-11-9 3
12 M-49-56 105 GM SILT' G' AVE. VIDEY GRADC, SUBANGULAR TO SUBROTCED TO 1.2 IN.
MAI., 20M CCAME TO FINE S AE, NY W,10-M ENE 67%
FIEl. BROWN, NO REACTICN.
640 ~
40 -
EC CF BJRIE 39.5 FEET
~
O ten
~
W% k U,,;,. i ?-
NOTE: FOR BORNG
SUMMARY
AND ISSUED BY DATE BORNG NO.
SHEET STONE 8 WEBSTER ENG. CORP LEGOO WO SEE SHEET t W/.__,,
3/3[g B -3005 2 OF 2 AMENDMENT 3 1224-cSK 1423
" ~
SITE / LOCATIOp BEAVE:t VALLZT MTR STATICN - INIT NC 2 J.O. NO. 1 ~ 1 N 3%).37 E 81 A7.54 FEET SHEET I OF 2 COORDIN/ TE'3 GROUND ELEV (I) 90 M IcAL C. GWN/P. MM INCLINATION BEARING LOGGED BY MA DRENG 7/12/76 f 7/12/76 CONTRACTOR / DRILLER DATE : START / FINISH STATIC GROUNDWATER DEPTH / DATE N
/ 7/12'76 DRILL RIG TYPE 37 5 N DEPTH TO BEDROCK TOTAL DEPTH DRILLED METHODS:
DRILLING 3rAL 31/8' ROLLEP BIT TO ADVWE HnLE 2.0a o.D. s E P0cN SAMPLING SOL DRILLING ROCK W
SPECIAL TESTING OR INSTRUMENTATON REM AR KS
^
Z g 3y 8
F1 ELD AND LAB.
rO W w l$
b *a IB U k"*
SAMPLE DESCRIPTION TEST RESULTS /
aw
, c; Ww-
<a
.4
=
- 1 e
sa COMMENTS W
% RF4 W
0 P /1 1 - 19 " /1 1 1 -1 BIDi3/ INCH 1
1-5-6 11 GP-edDT GMNICG1T GRAOED MOSTLY COEE SL"JROUNDED TO 3;' BAN"ULAR, l'%
CM FRACT h e LRAVEL T01.25INdH MAIIM2,20-30$CCAfd TO FIN 2 SAC MZTLY 00AME AO FINi,510%NCNFLASTIC FIN'S,BROWI,WF,STRCE RT. ACTION TO HOL 1 b 1 -1/1 1 1 -11 ',. 1 1 -1 ELO43/ INCH
~
Sj35Y GRAVEL, iEL GRALED, SUBROUNDED GRAVEL TO 1 IN H MAIIM2,25-40% -
~
S 2
6 U
G, g5
. COTE TO FIN 3'SAO,3-8%EN TO SLIGirTLY PLASTIC FIES, BR'Vi,STR3%
fiEACTION TO HCL G
, P00U EED, C Y COWE TO 1.25INCE MAIIM'JM,30-675 -
5 -
3 3
3-7 CP-MW6, MTTLY MEDIP TO FINI, 5-10% IONPLASTIC FIES, ~VZT, BROWN
- GM STROE REACIION TO HCL, TRACES LIGNITE S
4 2 5-7 12 01-SANOT CMVEL, SIMILAR TO A3CVE,CANDCTONE ITtAGMENT LCDGED IN IIT CF C!KE ~
~
39%
~
1-2-1-2-2-1/2-2-1-2-1-2/2-2-1-2-2-2 BLO.i3/INCF
~
~
S 91;qI11 21 SM 3!LTT SANO, UNIFORM,VERY FINE, 20-43% GLIGHT TC WDEhA*E FLAJTIC F2."W, ~
MELIUM BWN, NO F.EACTION TO HCL, FRACIUAED 1.75IN0HM MAI*M'JM GRAVEL AT TCP CF SAMPLE 2-1-2-1-1-1/2 1-2-1-2-2/3-2-2-4-3-4 BLoss/ILH 670 -
10 --
p TOP 2't CLAYEY SILT, ELERA"'E FLAJTIO, MCICT,BRC.3, NO REACTICN TO HCL s
6 e-10-18 28 MH I
- LICM IE oE E 2?%
BO7"'LH 3": SILTY SAVD, FEY GRADED, CCAftSE TO FINE, MGJ*LY FINE, 13-ILA$ff TO CL 2
FS GP-1-2-1-1-2-2/2-3-3-3-2-3/4-3-4-3-4-3 BLOC /IN0H 1
S 7
9-1 6-21 37 SANDY GRAVEL, POCPiY GhADEL, SUBROUNDED TO SUBANGULAR G u YEL TO 1.
INCF=-
GM 5
MAHMUM,241 CCEE TO FINE SAND,mGTLY COWE n% NONPLACTIC FINL, BRCVN, NO REACTICN TO HCL cp.
2-2-2-2-2-5/7-5-4-3-4-4/3-4-3-4-3-3 ELOC / INCH 665 15,
S 9
15-27-20 47 GM MLTY GRAVEL, GIMILAR TO ABCVE EXCEPT 15-254 CAND S. SPLIT BARREL SAMPLE I. DATUM IS MEAN SEA LEVEL UNDtSTURBED S A MPLES (U D.S )
UNLESS OTERWtSE tolCATED BORING LOG US. SHELBY TUBE
- 2. BLOWS REQUIRED TO ORIVE to UF_ FIXED PISTON 2"O D SAMPLE SPOON 6"OR BEAVER VALLEY POiER JTATION UNIT No. 2 W
UO. OSTERBERG DtSTANCE SHOW1 USING 140lb DU;JECNC LIGHT C3G'ANY O
UE. DENtSON MAMMER FALLNG 50 pt;;33c g g, pgg3;yty;37g I
LP_ PITCHER
- lNDICATES USE OF 300 lb Ij N.STD PENETRATION MAMMER p) s RESISTANCE BLOWS /FT 3 DENOTES INCHES OF PENETR.
f
'J_
OF UNDISTURBED SAMFLER GROUNDWATER 4 DENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
d g
y O
UNDISTURBED SAMPLE
-* J j
a E ld @ A RECOVERY ISSUED BY DATE BORNG N O.
SHEET B4 I
a n-v o7 y
A MEND,AE NT 3
8*
BORING SHEET OF SITE / LOC ATION BFC'" VALLEY N "' 3TATIC" lIli NU '
J.O. NO.12m a
V a S {
h
.aU FIELD AND LAB.
r w-w, 2-s mm j$
$* II y g,
,g SAMPLE DESCRIPTION TEST RESULTS /
ww ow-g*
g3 =o t
cOMPENTS a
a d-z e6 1 RFC 665 15 -
2-3-3.-3-3-4/3-3-3-2-2-3/3-3-3-3-2-3 3M43/IE!!
~
.s'ay raAVEL, ItlOriY GRACED, 20-P% LA?Q, M0JTLY FINr.,2-75 NJN-ILAJII tihr,J, GhAin TO 1.5 INCiG3 r(AILVJM,20-30% COAME TO FIE S AE, ~
~
MOSTLY FINE,2-7%ENFLASTTC FIES,BSW,NO REACTION TO HCL
~
S 9
18-16-17 33 J-22%
1-1-1-2-1-2/2-2-2-2-2-1/2-2-2-2-2-2 BWi3/ INCH
~
GRAVELLY SAND, POORLY GRADED, 20-35% JUBROUNDED GRAVI.L TO 1.25 INCH
~
S 10 8-11-12 23
- 'M MA11M J, CC GJE TO FINE SAfD, WSTLY FINE, 5-10% NON TO 3 LIGHTLY FLASTIC 39%
FINEJ, BPB.3, MOTTLED WIDI BLACK (LIMONITE), NO RE. ACTION TO HCL,1.4 660 2c -
INCH DIAMRTEit PIFA OF SANDS 1WR LODorp Iy TIp er gm 1-2-2-2-2-2/2-3-4-2-3-3/2-2-2-3-2-2 BLOWJ/IN;H S
11 11-17-13 30 JM GRAV9.LY EA'O, SIFII.M TO ABCVE EXCETT 13-3 % Gh.CEL, 2-7% NCN-445 iLA IIJ FIlG.o, GRAVEL LODGED IN SHC1' CMGY ORr/EL, POCRLY GMPED, ANGULAR TO J"3ANayLAa cRAyy; TO 1,5 G
12 12-16-16 32 GF MAIIMUM,.EAric'REO, A0-45% ;AND, M0;TLy yiDIUM TO CCA:s;E, 8-12%
9C%
!WNILA3*IC FINFJ, LIGHT SRC'.3 1 2 3-2/2-3 3-2-2/2 3 3-3 BLOWS /IEH
~
EIL*Y CA'O, UNIFORM,1PT :.3 3R00CED TO SUEANGULAR GRAVEL TO 1.2 !!CH -
MAlZM, FINE CA?Q,17% NCNPLA3?IC FI'13, Pd=3, NJ REAJTIP'i TO HCL 655 ~ 25 ~
a 13 13-14-17 31 a,
39<
2-2-2 3-2-2/3-3-3-b4-2/3 4-F3-3 BLOW 3/ INCH S
14 13-18-19 37 M" A'O10CEY GRAOES,10,;% A'iGULrt TO JU3ANG"LM c.uYEL Up To
.AIDG, FINE TO CCAEE S AE, MT.LY FINE, 5 P% N^NFLA3 TIC FIES, ~
m 33%
LIO:4T BRCVN 1-2-3-2-2-2/2-1-2-2-2/2-2-2-3-3-4 PLOWS /IEH JILTY SUC, aIDELY GRADED,1.1 suRy;' wig To an3A;;GULA.1 GRAL TC 1.lINCH4S MAIIMW,00AR3! TO FIE SAE.MOSTLY FINE,15ENPLASTIC FIE3' "
15 12-11-16 27
- M 3
33%
BRC'.3,NO REA0TICN TO HCL.
~
1-2-2-2-3-3/3-b3-3-3-ub3-3-3-3-4 BLC"4/IEH
~
650 30 Gaml.LY cro, rotsLY GusED, 21% cmCaaED r0 sUse,artAx Guu,
JF-IV 1.11 CH MAIDA,0CECE TO FIE SAE,MCGTLY FIE,11XNUNFLASTIC 6
13~[119
'4
- M FIEC,BRWN,ho REACTION TO H;L u%
3-2-2-2-2-2/2-2-2-3-3-3/2-3-2-2-2-2 PLO40/IEH 5F.
SCCY GhAVEL, FCGFiY GRAOED, AN33 AR TO UU3RCDCED GRAiE TO 1.C '. NCH -
3
- 7 13-15-13 28
- M MAIIM M 30- 0% CCMSE TO FINE SAND, MOSTLY FIE,10_15% NLNFL>,JTI; pgg FINES, Dho.3
~
1-1-1-2-2-2/2-3-2-2-2-2/1-2-1-2-2-2 BLCWJ/ INCH
~
- F uLTY CCC, WILF1T rRADED, LA. ICE N FINE CMC,E""LY EDI"M 10-15%
~
~
1126, G:v.ENISH GFAY (0-3')
35 -
- yNk, yy UCCY GRr,% FOCriY GRALED, A:43;LM To wuRccoEL grain T0 c.75 JP
,g
~
iF-c45 gj"M, a>-3;% CCAh;E TO FIE CAND, LE03 THAN 5% FINt.G Gn.dNI:'N GMY 3M AT GRAVr'L, CAME A3 ABOVF LI*H ; Rain Tot,(;TNCFL~J MAI;yjg Ar3-jag.
r im i t.- r )
~
~
DP-
$ 'M,EDIUM TO FIE SA'C,M00TLY FINE,5 PIENPLACTIO F!N'-3,BR,4y
'.M 2 e-1-j->-4/i-6-7 61/ 3! "
LC. ;/IN;H
~
3 19 19-2
'F-CA'DY GR1,;~1, FOG 1Y GRADED, 2:#LAR *O 3;BR00CED u.AV;L TO 1.0 INCH -
~
)g5" MAXIMUM, ju-40% CCAFJE TO FINE Calm,10-15% PcHTLY PL;,JTIC FINLJ,
- M 2nCL3 SIL*Y 500,.I Y GwL., lu-15A M.JUL,J1 TO JU3r;3LAa w1r,1L Tu
~
?
20 21-47-71 113 A
INCHES MAIIM3,COUGE TO FINE SA'O,20-30%FINM,B3 T4N
.u 67%
40 640 UQ GF BCRIN'S J J f.5 h.r T O g e ; p :>,
u,..n W.d
~
~
E4TE: FOR BORNG
SUMMARY
AND STONE 8 WEBSTER ENG. CORP ISSUED BY DATE BO W, NC SHEET l
LECDO PFQ SEE SHEET l f V-
,p/.rM*(
- 3c07 OFJ AMENDMENT 3
'2 # -02"143
BORING W BEAVER VALLEY PCVER STATION UNIT 2 J.O. NO.
12241 SITE / LOCATION 2
SHEET I OF N 3958.6 g g,4g,7 GROUND ELEV (1)
Mn Fm COORDINATES T* NR INCLINATION N TI N BEARING LOGGED BY DATE : START / FINISH 7/1'/71
/
7-13-76 CONTRACTOR / DRILLER PN DFI' Lim STATIC GROUNDWATER DEPTH /DATE 13 NT / 5-20-76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED 26.55 FE"T METHODS:
DRILLING SOIL 31/5 ROLLER BIT TO LDVAny pqg 2 IwCH OD SE.IT SP001 SAMPLING SOIL N
DRILLING ROCK SPECIAL TESTING OR INSTRUMENTATION REMARKS
~
nY o
% 3$
S FIELD AND L AB.
E.-
zC w w l$
bd Ii
$$ k"F,o[
Ci SAMPLE DESCRIPTICN TEST RESULTS /
w w as-
<a a
a "z e8 %
so COMMENTS a-r h6 W
5 RFC 6tV O
3LCW3 FER INCH (1/5-1-1-11-1-1-11-1-2-1-2-1)
SP-GUAV".LT S t.V. POCRLY GPrC,31% SUBROUCC GRAVE TO O.9 INCH M AI!MW,__
2-6-8 14 SM cGAttis TO FIMs Mot 3TLY COA @$ AC M@IiN 8110,11% NONPLASTIC FINE,
S 1
61%
BROWN, STECE REACTICN TO HOL ELOW3 FER INCH (1-2-1-2-2-2-2-2-2-2-2-2-3-3-2-2-3->)
675 S 2
10-12-16 28 SM SILTT S 40.VIDET GFEC,25-351 SUBAWJLAR TO SUBROUTC GRA'E 'O 1.0 395 IWH MA1:MP,0CAME TO FINE S AO,12-20% FINS, BR1WN BLCW3 Fda INCH (1-2-1 2 1-2-2-2-1 2 2 M 2-1-2-2)
=
S 3
9-11-11 22 SH SILTT MC.' IDET GRA.DO, 30% fBHOUCC GRAVEL TO 0.4 IMCH MAIIMW, 33g C0AHSE To FIN 3 SAC,15% ENPLASTIC FIES, BIC.N, STrm MACTION TO HL
~
BLC J PER INCH
( 1 h2-2-1 2 2-2-24 2 3-.2 )
S 4
9-12-14 26 SM SILTT S iO. VI;ELT GRA*C,19130BIC:EED GPXIEL TO 1.9 INCd MAIIMUM
~
CUATE TL FI?C S AE,18% NCNil ASTIO "I: 5, BTWN, SIT % RF1.CTICN 5 ~
33g HCL BLW3 M INCH 670 - ( 1 2-2 2 %2 3-2 2.2 31
~
S 5
11-15 15 30 SM SILTT S AO. VIDELY OFfD,25-301 SUBA%"LAR TO SL3P0lEED GRAVEL TO
~
33%
1.1 INCH MAIIMW, CCAME TO FINI SAE,12-20% FIN 33, BR7 N BL]=S PER INCH (2-2-1-2-2-2-3-2-2-3-2-3-3-3-2-3-4-3)
_.y._
S 6
11-15-18 33 SM SILTT SLC. SIMII.AR TO SS-5, B7f 20-25% SCBAWJLAR TO S;3ROUEC 33%
GRA A:L TO 0.8 INCH MAIIM"M
( 1 3-2-%3-M 3-4-3-4-4-5-4-5-5-5)
BLOWJ FER INCH ETT S AR.VIDET GRADED,25-35% S7BAM"LAR TO SUBRTJOED GRAVEL TO 1.3 665 15,,,
S 7
15 21-28 49 SM S
39{
INCd MAllMUM,COAR3E TO FINE SAT,12 20% SLIGHTLT PLASTIC FINE,BRCEN
~
S SPLIT BARREL SAMPLE I. DATUM IS MEAN SEA LEVEL UNDISTURBED S A MPLES (U D.S )
UNLESS OTHLRWISE PDCATED BORING LOG
- w US. SHELBY TUBE
- 2. BLOWS REQtARED TO DRIVE Q
01 UF FIXED PISTON 2"O D. SAMPLE SPOON 6" OR BEAVER VALLET PJWEh STATION L%T 2 Q
W UO_ OSTERBERG DISTANCE SHOWN USING I40ib u
UD DENISON HAMMER FALLING 30"
- 5. 4 N
UP_ PITCHER
- lND? CATES USE OF 300 lb DWME LM NANT N. STD PENE fRATION HAMMER
<= $
s RESISTANCE BLOWS /FT
- 3. DENOTES INCHES OF PENETR.
12241-GSX-145A 7
CF UNDISTUR8ED SAMPLER Y., GROUNDWATER 4 DENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
U W
- RECOVERT INERMATICN RECCVERY ISSUED BY DATE G7RNG NO.
SHEET S.
sot CLASSF1 CATION r
fg 3 ) 99 i OF2 ENDMENT 3
4 8-30 9 BORING SHEET 2 op 2 s.m VAL m STATI XT2 12241 SITE / LOC ATION J O. NO.
3gj
.g
'3 m
FIELD AND LAB.
z w
g, o-a sw
. 2-
- O w' w i
'=
m i
SAMPLE DESCRIPTION TEST RESULTS /
e
=
$w w
2 3 ogg zo 5 E" 3?
d j5 g
COMMENTS 665 15 -
S 7
BLO.S FER INCH
~
(2-4-4-4-5-5-5-6-5-WW-7-6-7)
SILTY S t.0, VIDELY GRADC,2'.1 SL'BROUE D GRAEL TO C.8 'NCH MAISfJM, S
8 24-34-3) 73 SM 44%
COOGh. TO FIN 3 S AE, 20% ENFIXTIC FINE 3, LRJ.'N, STICW REACT!ON TO MOL BIthJ FER INCH 1-3-4-4-4-3-5-2-4-4-2-4-4-3-3-4-3-4)
S 9
19-21-21 42 SM SIITY S ALD. WIDE.Y GRADE,251 SL*BROUNDED GRAVEL TO 0.8 TN"H MAIIMLH, 561 CDAMs TU FINE SAC,14% NJNFIETIC FINE, BROWN,STRO'O REA? TION TO HCL -
~
BLU"U IS' DOB
~
W_20 -
(2 2-4 L4-3-4-4-3-3-3-4-3-4-3-3-4-1)
~
~
S 10 18-21-20 41 SM EILff S AC, WIDELY GRADED,25-30%3UBAET AR TO S'JBRJJTED GR47EL TO 1.0
~
39%
INCH MAXIKM, COARSE TO FINE SA.0,12-20%SLIGHTLY PLASTIC FI :ES, BPNN
~
BLO43 FER IEH (1-2-2-2-2-3-2-3-2-3-3-3-3-3-4-3-3-4)
~
S 11 12-16-20 36 SM S!!TV SPS WIDELY GRCED,42% SCEAE' EAR T1 SL'PR07NDC CAA7EL T10.8 39%
INCH MCM34. CCAEE TO FINt SAE,15% CNPLASTIC FIES, BEVV, STRO?G ~
REACTION TO HOL BLO45 FER INCH
[7-5-5-4-4-3 5-3-4-4-4-4 4-3-4-5-3-4)
S 12 23-24-23 47 SM S TLTY S P:D.'a% 2Y GRADED,2 5-3513;"3AU'L AR T T 5"nPO?CC lu'.L,1.1 I?O._
655 _
25,
565 tu132,C0A?.SE TO FIE SAT,12-2MSLIGHTLY PL*3TM F!TT2,BKTE
( 5-15-33/0. 5 ). BLCJJ FER DOH il y/2{_
SM 3" TT S 8.C.'a" DELY GRADD,2 5-MS7PA'0"LA3.TO S" BRO'JW D 2RAIC_TM 'ty";
a MAINS,COAr.>E TO IINE SAr,12-20% FIT ~',BPJN EC OF BORIE AT 26.55 F~ST
~
~
G.-;.gbg n
=>.A.A.
rV Q g
NOTE: FOR SCRhG
SUMMARY
AND l ISSUED BY DATE BORING NO.
SHEET STONE 8 WEBSTER ENG. CORP LEGEM) PEQ SEE $HEET t l y[
y//f/fh6 B-3mo 2 OF7 12241-GSK 145h
A R VAZEY ICWR STATICN - UNIT 2 g
BOR'NG 9-XI ?
StTE / LOCATION J.O. NO' "3**'
E C45.0
- MT SHEET I OF 2 COORDINATES GROUND ELEV (1)
VENUCAL S. NW/R HIKE INCLNAT ON BEARING LOGGED BY DATE : START / FINISH v a6/76
/ 746h6 CONTRACTOR / DRILLER P P 4 N !'O STAflC GROUNDWATER DEPTH / DATE 13 E / 7/16/76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED R 5 ET MET;005:
3 Vaa mER m E AWAT,E RE DRILLING SOIL 2" 0.D. SEIT Sm SAMPLING SOL DRILLING ROCK NMZ SPECLAL TESTING OR INSTRUMENTATON REMARKS
~
M S$i,S 8-rs' 3, g FIELD AND LAB.
h3
)
C; SAMPLE DESCRIPTION TEST RESULTS /
j$
$U Ii & I$
w w ou
<a e8e( >o COMMENTS a
a-o am
~
a r h6 w
G R?C to) u.
~
S 1
44 4 10 10 RTLVE?Y.
B:4 0/ INCH: 2/3 '-2/3 "-2/3 *-2/3 *-1-14-144
~
675 -
5 S
2 7
14 C4-SLU GTC. 'e%L GPLC. ST ANGULAR 101.2 I'CH MAITMJM. 39% CCARIE
.7 cx Iu rinZ SAC.11% NCN?LACTI; FI;iES. BICWN. STfCNG REACTION In CT,
SLIQfT TFE E CF KICA.
BZ i/I'CH: 1-14-?-14 / 14-1-1-1-1 / l-2-1-1-1-2
~
S 3
1042-12 24 GW
{An GWE S AME A3 ABOVE. EICEPT f ISS THAN 7% FINE PIlf,E CF
~
~
ses S ALSE:d IN S!EE.
EZ4/ INCH:
2-2-1-2-24 / 2-3 2-2-24 / 2-2-2-2-2-2
~
S 4
945-18 33 GW SLU GSMEL. SAMI A3 ABCVE. GRAVEL TO 1.0 INCH MAHM'.M.
~
7;5 blo4/l:08: 1-244-2-2 /2-3-2-3-2-3/34-2-3-3-3
~
]
670 -
10 -
~
S 5
12-1545 30 EM SIT TT S AND. VILE:.T GRACED. 37% STA:CILA.R GRMEL TL 1 MCH MAIIM'JM
~
CLAGE TV FINE S AC. 2C% NCNii.ACTIC FINir.i, PMN. SLIGh. DrTION E
~
~
4gg ICL, SLIGHT TRACE C? M'CA.
BZ e/ INCH:
1-1-2-3-2-3 / 3-2-3-2-3-2 / 2-2-3-3-2-3 1
3 6
1147-23 40 SM GFAV7'iY S AD. S API AS ADOVE. 5-e% NCNPLASTIC FINES.
O~
3g BZe/IEM:
14-1-2-3~3 / 2-3-3-3-3-3 / 3-44-3-4-5 QT CAP. WICELY GRAD O.
42% SIB AJGGULAR GRAVEL TO 1.2 I?CH MA11WJM pg[J I{ SAND,13% NDfiRASTIC FINES, BKWN, FOCKIT CF LIGNITE. NG~
7 Pme n m 13-2-2-2-3/2-3-2-1-2-2/2-2-I-1-1-2 S. SPLIT B ARREL S AMPLE I. DATUM IS MEAN SE A LEVEL UNDISTURBED SAMPLES (UAS)
UNLESS OTHERW,SE POCATED BORING LOG US SHELBY TUBE
- 2. BLOWS REQURED TO DRIVE
()
m UF_ FIXED PISTON 2"0 0. SAMPLE SPOOi1 G" OR y
y g
W UO. OSTER8 ERG DISTANCE SHOWN USING M0lb FIT:SPL"CH. PEUCTLValIa X
C};
O UD_ DENSCN HAMMER FALLNG SO" Z
UP. PITCHER elNDICATES USE OF S00lb s
N.STD PENETRATION HAMMER RESISTANCE BLOWS /FT S DENOTES INCHES OF PEP.ETR.
(*g II241"UK-I4b'
_st OF UNDISTURBED SAMPLER T GROUNDWATER 4 CENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
w O
UNDISTURBED SAMPLE W
RECOVERY ISSUED BY DATp BORING NO SHEET 0fy M
A3 i OF T
.P /J g 5-g13
/
AMENOMENT 3
BORING 2
SHEET 2 OF 122a SITE / LOC ATION BEAVER VAu.Er TOWER STAUCN - UNIT 2 J C. NO.
3 FIELD AND LAB.
h z
z-w w,
a w 9-O E >*
N E
- $ I h 3$
- 9 h"U UU e
SAMPLE DESCRIPTION TEST RESULTS /
t8 COMMENTS d-z a
1 PIC
%)
A)
GSA7MY S 4.ND.100EY G7iADD, 3545% SW ANG1AR GRAVE TO 1.2 I!EH MAII,
~
S 8
11-27-26 53 SP-M3, CCAEd N MNE SAND 606TYY MZDILM 10 FINE, 3-51 10NEASTIC FINES, "
4A5 SM B10WN AND LICF" GRAY, T. RE4 TION "O IEL.
BLCw/I!CH:
!-1-2-3-2/3-65-3-3-5/344-5-5-5 4
SETI S A,q. hiLE,Y GRAI:ED, 29% STANG1AR 70 STICL7 LD GRAVEL 70 0.9 S
9 74446 30 SM IEd MWJM. COAME TO FIE SAND,15% NONPLASTIC FINES, BICW, to 56%
fiXACTICN 20 ICL.
W,
20 _"
BLCE/ INCH: 1-144-2-1 /3-24-2-3-2 / 2-3-3-2-3-3
~
S 10 9-1547 32 SM cRA7r Y s AND, InCEY GprD,30-355 SUBANG1AR TO ST:CU CC) GRAVEL TO ~
pg 0.9 I Cd MWJM. COAEE N FINE SAND. POSTLY MNE. 5-8% FI'iES, BICW, NO REA;TICN 70 IEL.
BI4W/IEH:
1-1-14-2-3 / 2-2-3-2-3-3 / 3-3-24-2-3
~~
S 11 7-22-21 43 GP-S AIT GPA7E, P00EY GRALED, ANGULAR 10 STUE1AR 101.2 INCH MAIINLH,~
2g5 GM 40-45% CCAEE 10 FIE SUD, 3-5% FIhES, BICW,10 FJ.4HCN 10 ICL.
~
BWE/ INCH: 14 4 4-1-2 / 3-3-44-3-5/ 3-3-54-3-3
~
SETT SUO. UNIFCRM. LDS THAN 5% STFOU'CED GTAVEL 10 0.3 I!EH MAIIM(
655 S 12 948-24 42 SM 77g Flas SAE,842% NCNEASTIC FINIS BICWN NO REACTION 10 HCL.
~
BLCZ/ INCH: 144-2-2-2/3-3-2 s-34 /,4-4-3-5-3-5 g
S 13 15-25-29 54 SM cFAVEtY sea,10CEI GFEED. 30-35% SUBDGULAR N SGICUN:ED 701.0 5eg 14H )MIIKJM GCAEE TO ME S AND, WSTLY FIE, 5-8% FINES, BF0WN, NO ""
REACTICN TO lEL.
BI4w/DEH:
1-2-2-34-3 / 4-34-5-54 / 6-4-5-4-5-5
~
S 14 1042-22 34 Sx SILTY S A"3 WInn.Y GPED,12% SEICUNDED GRAVE. TO 0.9 DEH MAIIM*JM
~
67%
GCAEE I EINE,10STLY MNE, SDD, 20% NCNEASTIC FINT, Ef0W, WITH A -
~
FEV IOCKr"S OF BLACK LIGNITE, NO REACTION TO IEL.
65G -
30 -
BLC43/DEH:
1-2-2-2-2-1 / 2-2-2-1-3-2 / 2-3-3-5-4-5 "CP 5" U?:I1's
~
S 15 18,:20 -
316 SM BCTTCM 6*: SILTT SDO. hiLELY GRALF),15-20% SGAN1A.R AND SGICUED _
196 GFAVE TO 0.8 IEH MnrCM, COARSE N MNE SAND, }0STLY FINE,10-15%
~
61%
NONPLASTIC FDE, BICW, !0 REACTION TO 1EL.
Blow /LNCE:
1-2-3-2-5-5 / 5-8-7-23-23-54 / 53 4 3-39-26-22-13
~
S 16 1149-23 42 S P-GRA7CiY St.lg, POCEI GRAID,15-20% STICUNCED GRA7E TO 1.3 I!EH
"~
~
y7%
SM MAIIKJM, COAME TO FINE S AND, POSTLY FINE, 5-1C% !Cf EAST!O FINES,
~
BIEWN, NO RECTION TO IEL.
BLCW/ INCH:
1-1-2-2-2-3/4-3-3-3-3-3 / 4-344-3-5 645_
35 [
S 17 20-26-2*- 51 SP-CFA7ELY SAN 2, FOCEY GFCD, 20-3C% STANGULAR TO STIt';DED TO 1.0 671 SM IEH MIIM'JM, COARSE TO MNE SMD, >0STLY HNE, 5-8% NCEPLASHC FING, BICWN. NO REACTICN 10 ICL.
BLC4/LNCH:
1-2-3-4-5-5/5-4-5-4-3-5 /34-3-5-5-5
~
~
S 18 26-99-65 164 GP So T C=AVEL.10CPLY GM.DD, STDGULAR :D 1.0 INCH MAIIM'JM, 4045%
~
6M COAEE TO FINE SAND,10STLY FINE, 3-5% FINES, BIEW, NO PIACTICN TO lEL.~
BW4/INC8: 1 4 3-9-9 / 18-27-26-15-10-8 / 12-9 4 0-11-10-13 C#AVELY S AND. IOCEY GRALD, 40-45% SCBANGtLAR GMVE 101.3 I!EH MAI-~
~
S 19 40-66-39 105 S P-IN3 CC AEI TO FINE S AND, K ' ILY FINE, 5-E% NONPLASTIC FI!?ES, BICW,
~
~
q" g gg
^UIC RF.xTION TO ICL 640.56 39.5-ELcW3/Itcs:
1-3-M-6-12 /15-11-18-8 6-8 / 6-7-7-6-6-7 m
D;D CF BORDG AT 39.5 FEET
{
(h f 9
\\ q f\\
s.r.a. d'ia t]
4 m
LEGDO Nm SEE SHEET L w
f pyg B-3013 2 0F 2 14 e a 6 %A-L4Lo AMENDME NT 3
MMM 122n BMR VALLEY PCER STATION - WT 2 J.O. NO.
SITE / LOCATION H
I OF 2 w mT COORDINATES N 3V2 83 E 814L 25 GROUND ELEV 0)
N"Yd* N
"" AL BEARING LOGGED BY INCLINATION PENNA CRILLIWGOLLIMUE DAT E : START / FINISH 7 217'
/
' 26 '6 CONTRACTOR / DRILLER 7/2 W 6 DRlLL RIG TYPE 13'"'
/
STATIC GROUNDWATER DEPTH /DATE DEPTH TO BEDROCK TOTAL DEPTH DRILLED 39 5 FEET _
HETHOOS :
31/8
- REER BIT TO AWCE HE DRILLING SOst 2* o.D. SPLIT SP0cs S AMPLING sot-DRILLING ROCK W
SPECIAL TESTING OR INSTRUMENTATION REMARKS I
g 3j S
FIELD AND L AB.
r s' W w h$
b "a S& IE k3 SAMPLE DESCRIPTK)N TEST RESULTS /
w w ou er
<a a
"z eErW a
o COMMENTS
~
so a-W r 65 i REC 680 0
7ILTT S 40[.W!DET GFM 5% SUBAO?LAR GRA7EI, TO 1 INCH MAIIMLN 1215%
1/1.5-3/4.
1-1-1 1 -1-1-2-1-2 BLOW / INCH
~
S 1
4-6-9 15 SM 44g w h4 - a FINES,CARK
, STRUE MACTICN TO HCL.
1-1 1-1-1-1/1 1-1-1-1-1/1-b2-1-1-1 BLCWS / INCH
~
S 2
6-o-7 13 AEY G' AWL, WEIL GMDED, 45% SUBDCULAR TO GUBROUNDED GRAVEL TC Q.9 INCH"
.. AXIO,uJ CCLCE TO TINE CAND,11% NCNILASTIC FINES, BRCVN,CTRCNC
~
441 hEACTION TO HCL JJ 1-1-1-1-1 1/2-1-2-2-1-2/2-2-2-1-2-2 N / INCH
~
075-5
~
S 3
6-10-11 21 CM EY Cd7tL ' SIMILAR TO ABJVE
~
3?%
2-1 2-2-1-2/1-1-3 b4 BLC'.5/ INCH 1-2-2-b1-3]L..m CuDED, MCJTLY CU3 ANGULAR GhAVEL TO 1.2 IN:H MAXIFM -
- 'Y N AW S
4 12-13-15 25 SM W m~sI EAC""D2D GaiEL), 261 CC/.JL,E TO FINE SAND,11% NCNFLAJTIC_
FINE 3, Bh M, "RCNJ REA;*ICN "O HCL
-b3-2/3-b>2->2 BLCw/ INCH
~
~
1-b2-4-3-5/2.
~
S 5
16-17116 33 SP P.AV"'.Y S AO.1
,Y OPMED,25-35% SUBRCTCED TO SUBAELAR GRA7EL TO 1,3-671 INCH MA12 2,CC
" TO FINE SAO,LESS THAN 5% NCNPLA3 TIC FINES,EAFX 670 -
10 BRC'4N,NO REACTI, 20 H~L.
2-2-2-3-2-2/2-2-. 4-2-1/3-3-2-2-2-2 BLCC/ INCH
~
S 6
13-11-14 25 SP PA77IlY S AC,SIM!LAR TO ATV3 EICEPT 30-40% GRAVEL TO 1 INCH 73%
W32.
~
~
1-2-1-2-2 2/3-2-2-3-2-4/3-3-b3-3-3 BLCWS/ INCH S
7 10 16-13 34 CM SILTY CA"D, WIDELY GRADED, y,% CUBANGt'LAR TO G"3 ROUNDED GhAVEL TO 0.3
-b 47g IN H MAllEH, COAhCE TO FINE SAI'D,14% NCNFlf!IC FIliES, PPCVN, 50 PIA: TION TO HCL 2-2-b2-2-3/3-2 2-b2-4/3-2-3-3-4-3 BLCm/ INCH
~
664 15 -
S 8
14.16.-18 34 SILTY SAND
.S!MILAE TO ABOVE.
~
SM e.,
e S. SPLIT BARREL SAMPLE
- 1. DATUM IS MEAN SE A LEVEL d's UN Dt S TURBED S A MPLE S (U D.S )
UNLESS OTHERynSE NDfED BORING LOG US_ SHELBY TUBE
- 2. BLOWS REQUIRED TO DRIVE cn UF. FIXED PISTON 2"O.D. SAMPLE SPOON 6" OR BM7EB VALLEY R7JER STATICN - UNIT 2 W
UO. OSTERBERG DtSTANCE SHOWN USWG I40lb UD DENISON HAMMER FALLNG 50" DWTT2e L1 Gift CWPANT C
o 2
UP_ PITCHER ulNDICATES USE OF 3OO lb N-.STD. PENETRATION HAMMER FITTOBTM, RNNSYLANIA s
RESISTANCE BLOWS /FT
- 3. DENOTES INCHES OF PENETR.
1224 W - W A O
OF UND:STURBED SAMPLER
.g.
~ GROUNDWATER 4 DENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
y o
UNDISTURBED SAMPLE RECOVERY ISSUED B DAT BORf43 NO.
SHEET j
77 5.
CLAS N M y,,,,f pj yjg g yg11 i OF 2 AMENDMENT 3
BORING B-T12 SHEET.2_,_op 2 BA VAM PWM STATICM - W 2 SITE / LOC ATION J 0. NO. 12241
- 5 V U r
r-w w=
- 5 E
FIELD AND LAB.
9O J
- aw e
yw
$d S g
%* g,g
,g SAMPLE DESCRIPTION TEST RESULTS /
g3 =oW t
COMMENTS ww us-a a
d-x U
M6 1 RFC e45 15 5
d 5-121 N NFLA.5 TIC t i:m.
GP. 1 2-2-3-2/2-2 b2-4/ 3-2 5-4-6 DLOWS/ INCH S
9 12-15-24 39 GM 10Y 19A7"'.P00EY GT20@, AT,1AR TO CUBROUNDQ GRAC TO 1.3 INCH
~
5e 5 d AllE24,3 $-451 COA!GE TO FIE S A!r2,7-121 ?CNPLASTIC FI NES,DFJM,F"4 m tLL ~
POCKETS LIONITE,No P2A*TIcn To H 't. SHO '. BLOCKQ DY S ACCTC"I
~
~
cp.
' 3-2-2/2-yM,SL M T 2-2-2 2-2 3-ECW3/ INCH P *: EYW A E S
10 14-1}-15 28 GM gg MN 6" : S)O UNIFCIU,MIILH,5-101 FINSS, BtL?M,NO P2 ACTION TJ HCL.
660 _
SP-1 1 2-1/ b 3-3-b 5-2/ 5 3-3-3-3 BLOWC/ INCH S
11 9-20-20 40 SM g, UNIFChM, 5% ChAEJ., FINE s c D(FE4 FIECE3 LF Col' O CAND),1C% Nc;;-
Sc3 LaaTIC FI'CJ, ShC'.N, No REACTIEN TO HCL 1 2 2-2/3-2 3-2-2/2 3 3-4 E0WS/ INCH S
12 L1-14-16 30 GP-S tCT GCA7.P00EY GRA0ED,SUBRC"T GRA7EL TO 1.0 I!EH MAI'FJM,35-455 gg GM 20ANs To FM S AND,7-12% NCNFLASTIC PIES,BRWN,PO REA~fION TO PCL.
S 13 L4-20-23 43 SP 2-2-2-2-3-3/F2-3-4-4-4/4 5 5-5-4-5 Blue /I NCH 655 -
25-
"I MC. UNIFCIN, FINE, LES THAN 5% FINES, BRfv4, NO FIACTICN TO HCL.
1-2-2-2-2-2/3-4-3-6-5-3/b3-4-4-5-4 BLOW 3/I?rH
~
S 14 11-24-23 47 OP. MCT GSAWL.P00EY GRAOC,SUBANGULAR TO SUBHOUNDED GRA7E., T01.) INCH
~
gg GM (AIIM 24 20-NT COARSE T3 FI NI SAC,%1C1 NONPLASTIC FINES,BFUM,NJ PZACT-
" N TO fil.
[
2 3-3-2-2/2-1 2 3/2 4-3-2-4 BLOW 3/IhCH
~
S 15 15-14 18 32 SP
' MITE.I!TIERBTCED WITH SMALL LAYERS OF UNIFCIN, FT:, St$.'.
us 650 -
30.-
1 2-2-3-3/4-5-F 5-5-5/5 5-5-7-7 BLCL/ INCH SP TCP 4*: 5 pg, UNIF0F.M.FINC,LIS THAN 5% FIG,Bh?M,NO P2A* TION T3 HOL.
S 16 13-27-34 61
F'1 PAIIMJM,35-45% COA 1CE TO FINE S AC,510% FIES,NL7M,m RSACTION TO HCL. ~
CLLER BIT T120'EH B0"LDEP 31.7-32.3 1/3'-1 1 2/1-2-3-3-4-3/4-3-3-4-3-4 BLOW 3/ INCH SM SILTY ~,;c U, UNIrohy, 3t caA7E;, FINE ; M D, (FL4 FIECEJ CF JCARoE ;AND), -
3 17 5-16-21 37 72%
215 h' Nib ^" TIC FINEJ,bhd=%, NC TEACTICN YO HCL 1-1-1-1-2-2/2-1-2-1-2-2/2-2-2-2-3-4 BLCW3/I NCH
~
~
S 18 8.-10-15 25 SM SII.TY SAND. SIMILAN TO AF/E EZCDT } CW P1605 GRAVEL 645-35 615 1-2-3-4-4-5/8-6-6-6-4-3/3-4-3-8-5-5 BW3/ INCH
~
CM-SILTT S tr.POORLY G" LOT,15-25T S" BAN %LAS GRAVEL TO 1.2 INCH MAIIM'N,
~
S 19 19-33-33 66 Sr JOAiGE TO FINE MOSTLY FIE SAND,10-20T SLIGFI'LY PLASTIC FIE,LI11rf
~
RI YELLOWISH BREVM,10 FZAC ION TO H1.
37ITM 2's L'EN FRICEY FRACTUPID,CCATED WITH D! LIP PJZISH BP9M ~
MATRII.
~
S 20 43-37-66 10)
SM 2-6-9-8-10-8/5-5-5-9-6-7/10-11-12-11-12-10 7pg T TY CAND, 4IOELY GRADED, 31% MCCTLY ; U3ANGULA > GB A7EL TO O.4 IS 3
.wlM di, GCA.CE TO FIE, M0JTLY FIN 6 3GD 22% fiNFLAJTIC FINL, iuc.N,
- LIC!T" dACTICN TO CL END CF BORI!O AT 39.5 FEET
]
e h
.n.x n W
W NOTE: FOR BORNG
SUMMARY
AND ISSUED BY CATE BCRING NO SnEET STONE 8 WEBSTER ENG. CORP mm.mSuSmT,
%w sx19 2 0, 2 A MENOMENT 3 22M -m-WB
9 21 BORING SITE / LOCATION ]M VALLEY PN3 STATICN - ImT 2 J O NO.
1sti SHEET I OF 2 COORDINATES N M 33 E 813.50 GROUND ELEV H) 6m INCLNATON N TICAL BEARING LOGGED BY T.I. BENEVC.E. mm PENNA DRII. LIE 7-20-76 f 1-21-76 CONTRACTOR / DRILLER DATE : START / FINISH STATIC GROUNDWATER DEPTH /DATE 13 FI'T
/ 5-20-76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED 38'8 T
METHOOS :
DRILLING SOIL 3 '/8" 80 " BIT TO # A"C8 80'8 SAMPLING SOL 2' O.D. S m S m C"E DRILLING ROCK SPECLAL TESTING OR INSTf4UMENTATON REMARKS
^
E fw Sj O
FIELD AND L AB.
8-rC W
h$ $"
Sl U h"e,)
i SAMPLE DESCRIPTION TEST RESULTS /
e w w aw-
.-4-5 67 G(
TCP: CILTY GRAVEL. WIDET GPADC, SUBAElt TO AE0I,1R GRAD 1,10-25%~
tfd 5
20 CCARSE TO FINE SAE,12-20% SLIGHTLY PLASTIC FINE 3, BROWN, NO REACTION 4
SM TO HCL.
BO.T'N SIITY S AE. WIDELY GRADED,10-20% S"BROUED GRAVEL T0-
- d g
1.0 INCH MAI!M'N, COA 16E TO FINE S AE, HTTLY CCARSE AE MDIIN, 20-30%
(*)
NCK/LASTIC FINES, BROWN, NO REACTION TO HCL 8.8 DT 5-60 1-t3-5-6-7/S-10-12-9-17-12/10-11-13-50';.4 IEHE3 Ny 5
81%
89 A Cp 20A TCP: S AEY G* AVE. SUBR0"NOC GRAVEL TO 0.8 INSI MAIYJM, 30-35% _
CCARSE TO FINE, MusTLY CCARSE AE MEDIIN SAE, 8-12% NONPLASTIC FIM, ~
Q
~
BPD'N, MODERATE REACTICN TO HCL. - VERY SMALL JAMPLE GM 20A D0;TT SILTY GPAYE, WIDELY GRADC, 38% MOSTLY AEULAR GRAVEL TO -
1.3 INCH MAIIM'N, (SW3 FRESHLY FRACT" RED GRAVEL) 37% CUAME TO F!NE -
SAE, 25% NCN TO SLIGiffLY PLASTIC FING, EROWN, STRCE REACTION TO HCL-g 20B: SACY SILT. EN TO SLIGHTLY PLASTIC,17% SUBANG1AR GRAVEL TO 0.8_
~
IEH MAUhJ4, 18% COARSE TO FINE SAE, BROWN, STROE REACTION TO HCL.
E E CF BORI!U AT 38.8 FEET
~
l NOTE: FOR BORNG
SUMMARY
AND ISSUED BY DATE BCRING NO.
SHEET STOE 8 WEBSTER ENG. CORP LEGEPO PFQ SEE SHEET I M_._,
)///jg B-3021 2 OF 2 12241-GSX-1>03
BmR e R STA 2
J.O. NO.
SITE / LOCATION SHEET I OF ?
N 3962.83 E 8133.75 GROUND ELEV (1)
FM COORDINATES INCLNATION V"E BEARING LOGGED BY R. NCAIN / T. BENNER DATE : START / FINISH 7-26-76
/
-26 96 CONTRACTOR / DRILLER PUiNA DRILLING STATIC GROUNDWATER DEPTH / DATE ' ' vv" __ / 7-26-76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED 19 Ff7T METHOOS :
DRILLING SOIL 1 1/
- r - ' MT 2 J'v& E F ' ~
2.0" o.D. Sm Sm SAMPLING SOL DRILLING ROCK 1"'
SPECLAL TESTING OR INSTRUMENTATION REMARKS w
n!
g 3g S
FIELD AND L AB.
zp w,
l$
bd I&
II h5 SAMPLE DESCRIPTION TEST RESULTS,
w w aw
<a a-w "z e8r COMMENTS a
o y
>h6
~
s W
r i REC a _
SIITY SAND, WILELY GRCD, 304'1 STC00LAR TO SUBELTD GRA7EL TO
~
GREATER THAN 1.5 1503 I!CLU:ING LARGE FFaGHENTS CRANCE SANDSTCNE, CCEE" S
1 7-wl0 19 CM 70 MNE SAND, )CSTLY CCEE,10-15% ICNFLASTIO FINIS,10DEPATE PIACTION _
$C1 70 ECL, ESPECT AT.T.T IN ORAZE SC:ETONE, ICTTLD DA.RK BEWN/CRANGE B EWN.
BLOZ/I?CH:
1-2-1-1-1-1 / 2-1-1-2-1-2 / 2-2-2-1-2-1
~
675 _
5 ~
S 2
6-10-12 22 SM SILIT S AND. WICELY GPEC, 35% SUBAEULAR GPl7EL 701.0 I!CH ttATIMUM -
4%
CCEE TO FINE SAND,15% IUPLASTIC FIh~dS, BICWN, STENG REA0 TION TO ICL.
B2 4/I!CH: 1-1-1-1-1. / 2-2-1-2-2-1 / 2-2-2-2-2-2 12-18-It 34 SM SETT SAND, SDCLAR TO JffiE.
S 3
~
US BLCd3/I CH:
1-1-3-2-3-2 / 4-34-3-3-3 / 2-3-3-3-3-2-3
[
cPavrLY sLn sec, WIuE:.I cPro, 20-4C5 S Braco TO Rcc:ce GaAvn ~
S 4
26-30-31 61 SM 70 1 1203, OCARSE TO FINE SAND,15-20% !CNEASTIO TO SLIuHTLY 1* ASTIC ~
FIh13, FRAOMEN~S LIGNITE, SLIGHT RE10TICN TO ICL, )0STLY LARK BBCWN, yyg CDCE.
BLCW/IICH:
4-3-44-5-6 / 4-64-5-5-6 / 5-7-6-5-44 5
$1LQ, POORY GFrc, 5-10% OPa7EL 701 IMH MAII)CM, CCARSE TO FINE S
5 14-17-1 32 S P-
~
SM SAN'), )CSTLY FINE, 5-10% :CNFLASTIO FINIS, DECE, BTWN.
~
g BM W/INCHr 2-2-2-2-3-3 / 3-2-3-4-3-2 / 3-2-3-2-2-3
{
~
S 6
20-15-1:
30 GM SIIn GPavn, '40ELY GRCE. ASCULAR TO 1.0 I CE MAIIM34, 29% CCARSE TG" FINE SAmD.12% NCNFLASTIO FINZS. TELLC'4SH BTWN, SLIGHT FIACTION TO ICLT 39g bD hY G bU'CD GEAVE TO E
i GREATER THAN 1 INCH. CCATCE TO FINE S AND, t00TLY FIN 2, 5-10% !CNII.A2TIO 5C%
66) 15.
S 7
16-iC-lc 38 SP FINE, CE'CE. BIWN, SLIGHT RECTICN TO ICL.
~
f y'$
m S SPLIT BARREL SAMPLE
- l. DATUM IS MEAN SE A LEVEL
- d UNDISTURBED SAMPLES (U.D.S )
UhLESS OTHERW!SE PDCATED BORING LOG C
US. SHELBY TUBE 2 BLOWS REQURED TO DRIVE
'i ch UF_ FIXEO PISTON 2"O O SAMPLE SPOON 6" OR DMEd VALLEY C.!ER STATION - UNIT 2 N
W UO. OSTERBERG DISTANCE SHOWN US;NG 140lb LU40ENE T.IGHT CCMFANY y
O UL_ DENISON HAMMER FALLIN13G PITTSBUEH. PE ':SYL7ANI A z
UP PITCHER
- lNDICATES USE OF 300 lb s
N _ ST U PENETRATION HAMMER RESISTANCE Blows /FT
- 3. DENOTES INCHES OF PENETR.
Y-OF UNDISTURBE D SAMPLER Z
d STONE a WEBSTER ENG. CORP.
T GROUNOWATER 4 DENOTES laCHES OF w
h RICOVERY IKKRMATION ee RECOVERY ISSUED BY CAT E BORING NO SHEET 4
M AVAWBM t,
5 SCL. CLASSFICATION ggg B-3024 i OF p AMENDMENT 3 i
B-3C24 BORING SHEET OF
2 SITE / LOC ATION PEAVFR VALLEY K.ER STAMON - ClTT 2 J O. NO.
- r4 V a U *I [
FIELD AND LAB.
z
,z -
w a W we g
Q-aw hh
$d II
$j k, zg SAMPLE DESCRIPTION TEST RESULTS /
ww o'~ 2*
g3 a o a
t COMMENTS d-z d
5 RF#
W " 15 mi ma x - -s -s -> t >->, ~.-:
t 3 -> -> ->
+
7
~
S 8
15-13-15 29
'. f 2.G, Oi!KPN. 2-55 ECCED GnftEL M 1 INCH,10STLY FINE SEC. 2-51
~
44%
1hPLASTIO FINE. VEIT THIN I!CE13CS CETRITAL LTGNITE, CCMPACT TO CE:EE B:L '."
"~
BLCs/I:CH:
b3-3-3-2-2 / 1-2-3-3-2-2 / 2-3-3-3-2-3 S
9 18-13-22 35 SP-G uviziY Sr!, PJrEY GRCD. 20-3C% STIU'CD To it TOCD GRAVE' TO 1 ~
44%
SM I:Lii, MMLY FINE SEC,10-15% fr:!PLACTTO E SLIGHTT Y PL'STIO FI!'ES, !0 660 ~ 20 ""
PETION *C ICL, CE'CE, BIC A/CPr0E - BF.3.
~
BT4/I:CH:
2-2-3-2-2-2 / 2-2-2-2-2-3 / 4-3-4-34-4
~
S 10 15-16-r 38 SP GFETT Y S CD. RCFLY G?rO,15-25% SWIU'OED % Ff VCD GRAVI", ?] 1 ~
$cs I;u, MA.1Y 2CDILM 70 FINE Srt:', LECS ELAN 5% NCNFLASTIC n: m, SLIGIC -
REACUC l 5 IICL, CE';SE, '.7.0, B1'a';.
sLCw/I:cH 2-2-3-3-2-3 / 3-3-2-3-2-3 / 2-3-4-54-4 G?rts Y Sea, acrY G?ra, 30-es Smr:CED to romCza CRAvt, asT-S 11 16-1645 3.,
Sr-M FPn; L GAA*ER Sirl 1 IN :, CC AtCE TO n!!E SCC, ILSTLY CC AJCE, 5-
~
~
611 SM
~
icg ing;;7;; nx3, ;;;TH CCCMIONAL SMALL NCKETS Dapy Brw S A'CY SILT, NO REACTION % IEL, OE:GE, DAMP, BRCW.
o =Mo.
<->.s-3.-4 / 3-2-3-2-3-3 / 2-3-2-3-2-3 655..
25 -.
S 12 7.-18-24 42 SM S!!"T S CO, Ci! Pre, CC '.EE TO III:E, OSTM MF,131 C:!PLASHC FI:3,_
61%
LL.':;, :lu FETICN TL ICL, B' C4/I cH 2-<.-54-34 / 2-3-3-34-3 / 34-3-54-5
~
GPritu sr;', mCRM GRArm. 40-5c% 5:Breco ?] IcmC:o cma m S 13 20-22-2C 42 S P-GnEAIER ULU 11/2 I:CH, Cw.S3E TJ n!!E SEC, 5-10% :r::PLASMO TO SLIGIC-GF LY PLASTIO FINI, CCMPA0T TO DE:3E, FLIST, SLICHT FIACTIL:? 70 TEL, CCCASICNAL KCKI*'S CARK BIC.N SILT. Bit.M.
BLCZ/I:CH: 2-4-3-44-3 / 4-3-3-44-4 / 3-4-3-3-4-3 TCP 4" SILT! GFXiEL, WI:1Y C? RED, SUBr;GIAR. A?E'11R STICU.CLO -
A 14 44-38-29 67 GM-GPriEL D 135 I:CH MAIIn.15-30% CCAICE To FINE SUC,10-15% FI?I,
~
441 GP BIC W.
650-N~
BOTTCM 4":
S"."Y G? rte. SI)CLAR % lBCVE BUT EAMP, NCT WET A'O E"!O, "
GFXTEL S2ANG.* AR % S3?CTCD, :CT U;GL AR.
BCTH LAYDU,!:C AP' RARE'O FfrTION TC ICL.
BLCZ/I:CH:
3-7-13-9-5-7 / 7-6-7-7-5-6 / 7-4-5-5-4-4 JL_
15 23-20-h 42 S.;-
GPrit:Y SA;Q, WE:1L GFr;D, 311 SLLA:: GULAR GPr/EL TC c.9 i:ca MAIIMT 725 SM CLAME N rl: E S AD,12% NC.PLASTIO 5':NES, B1Z, SLIG7 ILerTION TC !EL.
BLC.5/I:CH:
3-44-4-44-4 / 3-4-3-4-3-3 / 4-3-4-3-4.
3 16 22-27-3T 57 C P-TC P 4* : G.'EiE PDCPiY GFrD, BICnF2; A GIAR ?J ST1XC TO 1.31:Ce MAIIG,10-153,CC AICE *O FI::E SCC, 5-10% HN3, L:C W, VF2f WET CC -
7;g GM SC:n n?'W.
~
G P-BOTTCM 8": E.f"Y G?rtEL, SENE1 AR TJ CTLCCO C?rtFi E 1.0 I!;CH ~
GM MAITMLE, 35-45% OLAiE Z FI:;E S AC, nSTLY CC AICE, 3-.6% n:3, :E
~
S 17 21 - Q"G EEA0nCN TO ICL.
645-35 -
BLC4/ICH:
1-2-3-4-6-6 / 3-444-5-7 / 4-5-5-5-4-7 r
NO FX 0VE*f.
B%Ai/I cH 3-3-4-3
-4 / 4-6-5-6-7-22 / 1/2" S
18 18-29-44 73 SM-SIL"Y SrD, WICELY OP'.LO, 3C- 0% SWriGULAR TO SUBTICO GFriC T 615 SP 1.01:0H MAIIMLH. CCA;CE ?J NE SEC,10-15% CLIG:CLY F" G LC FI:E, _
BICWN, VT.7d SLIGHT REACTIC!a, s ICL.
~
BLC4/ICH:
2-4-3-3-2-4 / 1-3-3-7-6-7 / 7-7-6-8 FA SIL"Y GREi ". VID:1Y GFrED ST ANGEAR TO SUB1 T;TD GFriE'. "'O 1.0 !.&
5 19 48-74/6" GM hT", 0->5% CCAEE M F NE Sto. 20-30% SLT3!CLY RA3 TIC HNw, DILE 641.,
39 -
P) em v7793 a.0 ICL. PT.C/I CH:
6-5-7-:0-11 / 11-11-14-12-11-15 E'O CF BORING AT 39.0 FEET.
640 40 -
=
v I
3
~
=) A.l b u D NOTE: FOR BORhG
SUMMARY
AND STONE 8 WEBSTER ENG. CORP ISSUED Y DATE[N(
BCRNG NO.
SHEET 9,dI B-3024 2 OF?
LEGEND PFO SEE SHEET t s
- x.. n:.-i > a A MENDMENT 3
BORING B-Mll S'
/ LOCATION BEAVER VALIEY MWER STATICN - UNIT NO. 2 J.O. NO.
12241 SHEET I OF -
COORDINATES N "92.7 E Ra?2.s GROUND ELEV (1) 716.s INCLNATION NN BEARING
-- LOGGED BY V. F1& oJ /R..I VIT s
DATE : START / FINISH e/6/76 j 8/8/76 CONTRACTOR / DRI'.LER M N DRILLING STATIC GROUNDWATER DEPTH / DATr 49 9 M7 / 8/8/76 DRILL RIG TYPE DEPTH TO BEDROCK TOTAL DEPTH DRILLED 78.0 rEET METHOOS :
DRILLING SOIL 31/8= RCLLER BIT To ADVAKE HCtz SAMPLING SOL 2.ca 0.D.
S PLIT S PTN DRILLING ROCK SPECLAL TESTING OR INSTRUMENTATION REMARKS E
oT s 3"y3 US FIELD AND L AB 8
rC W
g w
h$
$U
$$ g '3 t;
SAMPLE DESCRIPTION TEST RESULTS /
< w
- a a e r o
w m ou-o az eoW s
COMMENTS a-f A 6
% RE.
PITV3 /IM 1/16
/
/
2 3. 2-?-2 ?-4-2-4-4-L 3y.
S AWY GRAVEL, VELL GRADED, SUBROUNDED (50ME FRE3HLY FRACTURLD) TO 1
1-8-23 31 GM 1.2 IKH MAXINOM, 39% CCAR3E TO FIE SAND, 7% NCNPLASTIC FINES, DARK S
715 "
~
yyg BDOWN, STRCNG REACTION TO hcl b
i.S..
F F GRAVEL TO 1.5 INCHE3, u
A.
S 2
10-21-28 49 SP TLF 10 IKHFJ MEDIUM SAND, NCRLY GRADED BRCVN 78%
~
BIDTa/ INCH 24/6, 5 4 5-5-7/8-9-7-7-7-7
~
GMVELLY S AND, FOCRLY GRADC, 30% GRAVEL, 0.25 INCH TO 1 INCH, 3
3 24-33-45 78 :P loLNDED, LIGiff BBCVN 67%
BILTa/ INCH 12/6,5-5-5-5-5-5/4-4-4-3-4-4 C#
1.
IKH W G,3M 710 "
5 4
12-30-23 53 GP CLAME TO FIE', MOSTLY FINE S AND, (5 NONPLASTIC FINES, BBCVN, STRO.C 67%
REACTICN TO 101 BIDV3/ INCH 18/6, 5-5-5-6-7-6/7-5-46-6-5
~
S 5
18-34-35 69 CV GRAVELLY S AND, VELL GRADED,10 TO 25% GRAVEL TO 1 INCH, FINE TO gg CLAiCE S AND. IISS TH1 5% NCNFLASTIC FINES, BRCVN, 0.2 IKH LIGNITE LAYER, BLACE (LA3 SAMt2 CC!r!AIN3 LIGNITE) 10 "~
BIr ra/ INCH 23/6, 4-4-5-3-3-3/4-4-5-5-7-6 6
23-23-31 54 P
GRAVEflY S AND, Kf D'f '.UDED: 30% ROUNDED AND SUBANGULAk GRA7EL TO
~
67%
1 INCH; MF.DILH iv wu,E SAND, bRCVN,1 INCH LIGNITE LAYER AT BCTTCM -
70 5 =,,
CF S AMPLE,LFJJ TM.N 10% NOhTLAJ"IC FINEJ BIEV3/ INCH 2-3-2-3-4-3/4-3-4-4-5-4/4-3-4-3-4-4 S A.EY GRAVEL, NCRLY GRADED, SUBANGULAR TO SUBRCUNEED (5 CME FPI.3HLY
~
S 7
17-24-22 46 G P-FRACTJED) TU 1.0 IKH MAIIXUM, 385 CCAEE TO FINE, MU5 FLY FINE S AND,
~
~
67%
CM P1 NONPLA3 TIC FINE 3, BRCVN, STRCNG P2ACTICN TO hcl
~
14 S
g O.A bAb Nbbb N
~
OF BRCKEN UP RCCK s J S SPLIT BARREL SAMPLE I DATUM IS MEAN SE A LEVEL Q
UNDISTURBED S A MPL E S (U D.S )
UhLESS OTERWISE N)sCATED BORING LOG
<A US. SHEL8Y TUBE
- 2. BLOWS REQUIRED TO DRfvE d
r UF_ FIXED PISTON 2"00 SAMPLE SPOON 6" OR BEAVER VALIZY KVER STATICN - UNIT No. 2 8
h-UO OS TER8 ERG DtSTANCE SHOWN USING M0lb DC@ESNE LIGHT COMPANY (y)
UDI DENISON HAMMER FALLING 3O=
ANIA Z
Up PITCHER M INDICATES USE OF 300 lb s
N.STD PENETRATION MAMMER RE$iSTANCE BLOWS /FT 5 DENOTES INCES OF PENETR
?_
OF UNDISTUR9E D SAMPLER 12241-C4K-157A
_7 G ROUNDWATER 4 CENOTES INCHES OF STONE 8 WEBSTER ENG. CORP.
w (2
UNDISTURBED SAMPLE j
RECOVERY ISSUED 8 DAT E BORNG NO SHFET
/
S ts#ED sot CLASSFICATK)N g//f/g i OF 4 B-5011 SYSTEM AMENDMENT 3
l BORING 2-SC11 SHEET ? OF 4 SITE / LM ATION PEAVER V AUEY POWER STATION - UNIT NO. 2 J 0. NO.
12241
,.- l 3*aj l }j v a FIELD AND LAB.
z g b,,.@s 7b w
g >.
'a 5
a e SAMPLE DESCRIPTION TEST RESULTS /
=w 3
3w ww ZC 2
Og e yD E
S d COMMENTS
$ RE.
1)
(WHIII VIM STRCNG hcl REACTICN); MEDIUM SAND, SOME SILTY FINE SAND S
8 20-30-42 72 SP AT BOTTON OF SAMPII;.25 IEH LIGNITE LATER IMMEDIATELY ABCVE PIECT CF 56%
ROCK; SAND NRTICN3 0F SAMPLE BRCVN.
5 8
"']5 dI5N,-b'RiNINI.D"N SAI,5 TO 25% NCNFLASTIC 5
FIE,
Bh0VN A.C GRAY; STENG hcl REACTICN BIDV" ' INCH 5-4-4-5 6 bb4-5-}L- /6-6-5-8 A GN S AE[> CRAW NCRLY GblD, ANs FRECHLY FRACTURED) TO
~
S 10 29-2f 42 68 GM 0.9 IEH MAXIKH, 38% CCAEE TO FINE, MCOTLT COAEE AND FINE SAE, 9% _
54 ;
NCNPLA3 TIC FINES, BRCVN, STDCNG EACTICN TO hcl NOTE: THE HIGH AMOUNT OF CCAEE SAND IS DUE TO THE TRACTUED GRAVEL -
20 -
% NS/ INCH 3-4 3-4-4/4 5-5 5/7-7-7-9-9-8 2? TTY GRAVELLY S AND, FOCRLY GRADED; GRAVEL 0.2 INCH TO 1 INCH, MEDILH -
S 11 23-26-47 75 SM SAND; 25% NcNn.ETIG FINES; BRCVN, HIGH BC1 REACTICN 695 -
BLCV3/ INCH 4-3-4-4-4-4/4-4-3-2-3-2/2-2-3-2-2-3 SILTY S AND, UNIFORM, FINE, 23% NCNFLASTIC FINE 3, BROWN, STRCNG S
12 23-18-14 32 SM MACTIuN TO hcl 56%
~
BILV3/ INCH 1-3-6-4-4-4/5-4-4-4-6-5/5-5-6-5-6-7 GRAVELLY NND. %Ill GRALED; 3C5 ROUNDED GRAVEL TO.75 INCH; MEDILH TO S
13 22-28-34 62 SV GCAME S AND; SCHE SILTY FINE SAND IN NCKETS, u.a TW M FLA.sil' F lE-.
v 25 -
565 IN 907 0M PART CT SAMI--
BILV3/ INCH 1-5-4-4-4-4/3-4-3-3-2-3/3-3-2-3-4-2 690 -
SAEY GRAVEL, FCCRLY GRADED; 70% SUBROUNID GRAVEL 101.25 IEH, FINE S
14 22-18-17 35 GP TO CCAME S AND, LES3 THAN 10% IwNFLASTIJ FIE, be.N, JTE.N Rt.AoiluN 50$
TO HOL.
BIf 73/ INCH 2-3-3-4-3-J/3-3-5-4-4-4/4-2-4-4-3-3 G P-S ADY GRAVEL, FOCRLY GRADED, ANGULAR (FRE3HLY FRACTURED) TO S
15 18-23-2C 43 GM 1.3 INCH MAIIHLH, 29% CUAEE TO FINE, MUSTLY FINE SAND, 7% NCNFLASTIC 67%
FIES, BRCVN, STRCE REACTICN TO HC1, SOME LIONITE
~
~
P!fW3/ INCH 2-4-3-3-2-2/1-2-2-4-7 6/6-8-7-6-6-F
~
30 _
TCP 7.0 INCHES - S_ AS, UNIFCRM, FINE S AND, 3 TO 8% NCNFLASTIC FINES, SP LhCVN S
16 16-22-41 63 GP BOTTm 3.0 INCHES - S ADY GRTTL,. 'AITERED GRAVEL TO 1.25 INCH 685 -
56%
RAIDCM, 3 TO >5% ESTIT FINE S AND 2TOSENCN-
~
FLA3 TIC FINES, LIGHT BM'N WITH Mu0 FLY GEEN GRAVEL BIfV3/ INCH 1-4-3-3-4-3/4-4-3-3-2-3/3-3-2-3-4-4 GV-S ACY GUVFL, VELL GRADED, ANGULAR, TO 1.1 INCH MAIIMUM, 42% CC AEE E S
17 18-I9-18 37 GM FIE SAND,10% NCNFLASTIC FIE3, BRCVN, STENG REACTICN TO hcl, FOCKET _
565 CF LIONITE BICV3/ INCH 6-5-4-4-5-4/5-5-4 ' /%4-3-4-4 4 NO ECCVERY - 2 IEMZ3 GRAVEL IN TI) CF SiOGN JECCND DRIVE - GRAELLY S AE, NCRLY GR ADED, 20-35% GRAVEL TO 0.75 S
18 48-25-26 51 SP 35 -
INCE MAnMUM, MC1 Y MEDILH TO CC AEE SAND, 3-8% NCN-PLASTIC FINE 3, LIOHT dRC'e'i, MODERATE hcl REACTICN TO BILiC/ INCH 4
-7 7 7-6-64 GP-S AN"f GRAVEL, VIDEI.Y GRADED, FRESH TO HIGHLY 'eTATHERED 680 S
19 33-
-40 81 GM WVEL TO 1.5 INCEO MAIIMUM, GCAEE TO FINE S AW, MC3TLY MEDIUM TO CCAEE, 8-12% NCNFLASTIO TG VERY SLIGHTLY FLA3 TIC FINE 3 (VEATHERED _
m JRAVIIS), BRCVN, SLIGHT REACTICN CF hcl IN FINE 3
% d Mh,Md,hMphhh~)h3 kHLY MtACTURED) TO GP-S 20 27-28-27 55 GM QNCH MAXIMUM, 33% CCAEE TO FINE, MOSTLY FINE SAND,12% NCNPLASTIO 61%
FINES, BROWN, STRONG REACTION TO hcl
? *,
40 BIDV3/ INCH 2-3-3-5-4-6/5-4-4-4 'p-4/4-3-3-4-3-4 CRAVELLY S AND, IOCRLY GRADED, 20-3C% GRAVEL TO 1.0 IEH MAIIMLH,
~
S 21 23-26-21 47 SP CCAEE TO FINE S AND, MOSTLY MEDIUM TO CCARSE, 5-10% ENFLASTIC FINES, 675 -
44%
BRCVN, SLIG1rf REACTION TO hcl
~
~~
N bT N~b k~ LhA b cy.
1.
EHE3 MAIIMUM, 44%
~
S 22 18-25-35 60 GM GCAEE TO FINE SAND,1C% NCNPLASTIC FINES, BRCVN, STRCNG REACTION TO
~~
$6%
HC1, S W E LIGNITE 9'D43/ INCH 2-2-2-3-2 & ?-?-3-2-3-4!4-2-4-4-4-4
~
61%
} AS 'ws ARM, CNE 0.5 INCH GRAVEL, FINE SAND, 2 TO $1 FINES, LIGHT
~
45 ~
S 23 14-16-22 38 SP BEVN
~
W E: FOR BORM MARY AND ISSUE 0 BY DATEj BOR NG NO SHEE T STOE 8 WEBSTER ENG. CORP LECEND 40 SEE SHEET s M-J/////.9/C B =.011 2 OF 4 12241-G0K-157B A MENDME NT 3
BORING 8- " 11 SHEET ' OF 4 12241 BEAVER VALI2Y NVER STATION - UNIT NC. 2 J.O. NO.
SITE / LOC ATION R
ra 3 j FIELD AND LAB.
z z-w w,
9~
w*
J W
'a w e
e m
a a
e SAMPLE DESCRIPTION TEST RESULTS /
40 I, >
aw 2m o ar zo ww
>w p
42 J
O D
wh Oh-n t
COMMENTS gj -
"z e
e6
% RE.
45
~
BLW3/ INCH 2-3-3-3-4-d4-4-5-5-6-d6-6-4-5-5-5 S A,ND, UNIKRM, FINE S AND, 2 TO $5 FINES, LIGHT BRCW, PTV THIN LAYER 3 670,
S 24 19-28-31 59 SP
_WIIH 5 TO 10% FINES, NO TdKTICN TO HCL
~
$6%
~
BIrV3/ INCH 4-3-5-4-3-4/3-F3-4-3-d3-3-3-3-3-3 SM TCP: SILTY S AND, WIDELY GRADED, 31% MOSTLY SUBANGULAR GRAVEL TO 0.8 IEH MAIIM;H, CCAA::E TO FINE, HOSTLY MEDIUM TO FINE S AND,14%.
S 25 23-20-18 38 NCNFLACTIC FINE 3, BRCVN, SLIGHT REACTION TO HCL, SCME LIGNITE 56%
V SC BCTTCM: CLATEY S AND, WIDELY GRADED,19% SUBANGUIAR TO SUPEUNDED GRAVEL ~
W 0.8 INCri MAIIEN,CCAEE TO FINE SAE, 23% SLIGHTLY PLASTIC -
50 -
FINES, BRCVN NO REACTICN TO EL b
b bN'Y 1Eb i
A# GULAR TO 1.2 INGH MAIIMUM,~
~
S 26 23-25-29 54 GC
~
n$
41% CC AME TO FINE, MDSTLY F!NE S AND,17% SLIGHTLY FLASTIC FINES, BRCVN,"
66' -
3 ICE FIACTION TO HCL BIEV3/ INCH 2-4-5-5-4-6/5-5-5-4-4-4/6-4-3-4-5-4
@H GPA' 2, NCRLY GRADED, ROUNDED AND SHAITERED GRAVEL TO 1.25 INCH S
27 2b 27-26 53 GP HA.AIEM, 30 TO 4C% CCARSE TO FINE SAND, M0GTLY CCARSE TO MEDILH, 2 TO,_.
67%
5% NCNFLA3 TIC FINES, LIGifr BRCVN WITH MULTICCILRED GRAVEL, SOME GRAVEL -
~
EDERATELY WEATHERED, NO REACTICN TO HCL BIGS/ INCH 4-4-5-7-6-6/9-8-8-8-6-7/6-5-6-6-6-4 S
CRI.Y MED, EEAR, TO 1.3 EH MUIMW, 34% MEE S
28 32-46-33 79 GP-hg;I[,
M M S AE, 8% NCNFI.ASTIC MNEO, BEW, SUGE REACUCN _
55 -
56%
GM BIEV3/lNCH 5-6-6-6-o-5/7-5-7-7-7-6/7-3-7-9-8-9 SANDY GRAV!L, NCRLY GRADED, ROUNDED AND SHATTERED GRAVEL TO 1.5 INCH -
660 -
S 29 34-39-48 87 GP-MAAIMUM, 30 TO 40% CCAME TO MNE SAND, MOSTLY CCAR3E TO MEDILH. 8 TO
~
~
56%
GM 12% VERY SLIGELY PIXTIC FINES TCP TO 3 TO 5% FINE 3, BOTTCM, LIGifI BRCVN WITH MULTICCIfRED GRAVEIS, MANY EDERATELY VEATHERED GRAVEL
~
b A h5-5
/
6-4-7/4-5-56-6-5
~
~
S 3C 35-35-31 66 CP-S ANDY GRAVFL, NCRLY GRADED, KSTLY ROUNDED GRAVEL TO 1.25 INCH MAIIMUM,"
GM CCAME TO FINE S AE, MOSTLY CCARSE TO MEDILH, 3 TO 81 NCNFLASTIC FIhT.3, -
LICiff BRCVN, NO REACTION TO HCL, FEV KDERATELY VEATHERED GRAVEL 60 PARIICIIS INCH 10-16 12-10/12-2-9-9-8-8 6-
~
31 74-55-34 89 GP
', EUEED 1.5 H FIECE CF CRAVEL R FIC hRN.
~
S l75 655 -
BIfV3/ INCH 4-9-5-3-8-8/16-1G-7-6-6-d4-5-4-5-4-3 SILTY S AE, VILELY GRADED, 27% SUBROUNDED GRAVEL TO 0.7 INCH MAIIMUM, S
32 37-49-25 74 SM CCAEd TO FINE, MOCTLY FINE SAND, 23% SLICHTLY FLASTIC FINES, BRCW, 22%
SLIGHT KEACTICN TO HCL
~
BIrv3/ INCH 3-4-4-5-5-5/6-5-5-4-4-5/5-4-4-4-5-4 GRAVELLY 3 AE, NCRLY GRADED, 25% GRAVEL TO 1.5 INCH MAIIMUM, MOSTLY
~
~
S 33 26-29-26 55 S P-123S ThAN G INCH ROUNDED, SCME BROKEN ANGULAR PIECE 3, MEDILH SAE,
~
65 -
67%
SH 5 TO 12% NCNFLASTIC FINES, BRCW, NO REACTICN TO HCL
~
en_
%)
BILV;/ INCH 1-3-5-6-4-6 /7-5-4-5-4-4/4-4 5-5-4 y#
S ANDY GRAVEL, VELL GRAI:ED, SUBANGULAR TO SUBROUNDED TO 1.3 INCH
~
650 -
S 34 25-29-26 55 GV-MA11XJM, it% CO AIE TO FINE S AND, 9% NONFIETIC FINE 3, LIGHT BROVN,
~
d
~
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