ML20236P563
| ML20236P563 | |
| Person / Time | |
|---|---|
| Site: | Davis Besse  |
| Issue date: | 08/06/1986 |
| From: | BOWSER-MORNER, INC. (FORMERLY BOWSER-MORNER TESTING |
| To: | |
| References | |
| ML-I-OHIO-D, NUDOCS 8708120421 | |
| Download: ML20236P563 (6) | |
Text
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1 LOG OF SOR:NG NO.
'87 MAY 18 P6 :40 LANDBURIALSITE--DAVIS-BESSENUCLEARPOWERSTATION--0AKHARBORg!0 DRANCT soaimo LOCATION:
As shown on boring locatio'n plan DATE STARTEO:
4-15-86 DATE COMPLETEO:
4-15-86 sunFACE ELEVAT6ON:
staarou osecarriom or enarsniat sauets otome,s a eto e M
Sa tSA C me' G C.
0.0' Topsoil-
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5 tiff brown and gray clay, some silt
,1 A 1.0- 2.5 4 7 13 trace of sand,' moist 2A 4.0- 5.5 4-6-10 16
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6.0' Very stiff brown andgray clay, some 3A 6.5-8.0 6 9 16 silt, some sand, trace of gravel, moist
~"
Toi (Becomeshardat7.5')
4A 9.0-10.5 8-14-20 34 O
Hard gray silt, some sand, some clay' 5A 11.5-13.0 10-16-34 50 tt o' trace of gravel, moist T5' (With rock fragments at 15.0')
6A 14.0-15.5 18-24-76 100
6"'
7A 16.5-17.0 100/2" 100+
Weathered limactnne,J a Auger refusal and bottom of boring a1 17.0'
-um 9
NOTE: Boring backfilled with cement-benton ite grout.
Hollow Auger
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BOW 5EA MORNER
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LOG OF 80 RING NO.
2 LAND BURIAL SITE--DAVIS-BESSE NUCLEAR POWER STATION--0AK HARBOR, OHIO l
sontwo LOCATION: As shown on boring location plan DATE STAATEO:
4-15-86 l
I DATE COMPLETED:
4-16-86 SURF ACE ELEVATION:
1 06SCAtPfl0N OF e4 ATE A4AL SAMPLE Er.otius Pa m
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no. a sauPLs s ou rn.om 1
semAfue j
vvPs osPvw sauPLam come meC.
1.5' 1A 1.0- 2.5 4 9 14
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5 tiff brown and gray clay and silt, trace of sand, moist 1
I 5'
1C 4.0- 6.0 12 ",'*
I 2A 6.0- 7.5 5-7-11 18 *
- 6. 0 Very stiff brown and gray clay silt, some sand, trace of gravel,some 3A 9.0-10.5 5-11-15 26 m ist n
T0, V
12.0' 2C 11.5-13.0 20" Very stiff gray'~ clay, some silt, some sand, trace of gravel, moist 14.0
" traces of gravel and rock fragments, 5*5' 5A 16.5-17.0 100/5" 100+
\\ moist
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Weathered limestone, wet (Auger refusal at 18.5' Bottom of boring at 18.5' NOTE: Bering backfilled with cement-bentonite grout.
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usTwoo: Hollow Augers WATER OSSEAVATIONS TYPE s.mEst:
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.C'*": BK/CR N ne COMPLET.oM o Y 8.
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SMEL5v TUSE 53.5 0.55 BOWSER - MORNER l
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LOG OF BORING NO. 3 LAND BURIAL SITE--DAVIS-BESSE NUCLEAR POWER STATION--0AX HARBOR, OHIO DATE STARTED:
4-16-86 sOAING LOCATION: As shown on boring location plan DATE COMPLETED: 4-16-86 SURF ACE ELEVATION:
w gue st aavow casenwriom or enaren AL s
a sto, esa vves osern sauetta comeasc.
0.0' Topsoi1 1.0' Very stiff brown and gray clay, some 1A 1.0- 2.5 6-6-11 17 silt, trace of sand, moist IC 3.0- 5.0 24" 5.0' Hard brown clay, some silt, some
. 2A 5.0- 6.5 12-15-20 35 t sand, trace of gravel, moist 3A 6.5-8.0 9-12-19 31 I0 2C 9.0-10.5 18" 10.a.
h Very hard gray clay, some silt, some 4A 10.5-12.0 11-22-28 50 sand, trace of gravel with rock
_ 13.0' franments, moist Very hard gray clay and silt and p;.
sand, traces of gravel and rock SA 14.0-15.5 29-75 100 fragments, moist
_ 16.5
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Weathered limestone, wet 6A 16.5-17.0 100/1" 100+
(Auger refusal at 17.0')
1 Bottom of boring at 17.0' t
NOTE: Boring backfilled with cem 9t-benton ;te grout.
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uerwoo:
Hollow Auger waren osseavanons two samspi.sa:
teew=.c A=: BK/CR
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v LOO OF SORING NO.
4 1
LAND BURIAL SITE--DAVIS-BESSE NUCLEAR POWER STATION--0AK HARBOR, OHIO
\\
soRING LOCATION:
As shown on boring location plan DATE STAnTEo:
4-16-86 SURFACE ELEVATION:
DATE COMPLETED: 4-16-86 sinavved otsCalPTioN OF MArEn4AL sAampos stovus et a g sto,mg OG s.
LSR C # G' S C.
0.0' Topsoil i
1.0' Stiff brown and gray clay, some silt, 1A 1.0- 2.5 3-4-10 14 trace of sand, moist
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5.0' 2A 4.0- 5.5 5-10-17 27 Very stif f brown and gray cl'ay, some I
sand, some silt, trace of gravel.
moist 1C 6.5-8.5 24" 3A 9.0-10.5 11-19-27 46 IO.
n
- 12.0' 4A 11.5-13.0 12-19.38 57 v
Hard gray clay, some silt, some sand, 2C 13.5-14.0 4"
trace of gravel, moist 5
SA 14.0-15.5 26-43-57/3" 100+
15.5' (With some varves at 15,0')
Weathered limestone, wet 6A 16.5-17.5 78-100/4" 100+
(Auger refusal at 17.5'l Bottom of boring at 17.5'
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NOTE: Boring backfilled with cement bentor ite grout.
Hollow Augers wArea aseenvariom tves sAmptani metwoo:
teew=ic A=:
BK/CR CouPLETsOes DEPTM:
e.
cent 4,te ng 5.3',*
x A
" "02 3980 e.
swe6svruee BOWSER - MORNER Taken in augers.
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O LOG OF 00RINO NO. 5 LAND BURIAL SITE--DAVIS-BESSE NUCLEAR POWER STATION--0AK HARBOR, OHIO 1
I As shown on boring location plan DATE STAATED:
4"17-86
. g, m t ge,y,,.
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surf ACE ELEVATIOed:
DATE COMPLETEO:
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=,, y sa s,a,uw oascnierson or anarea At, TYPG OSPTM S A6sPLE a coa 8 AGC.
0.0' (FILL) Topsoil, some crushed stone 1.0' 1A 1.0- 2.0 30-70 100 2.0' (FILL) Very dense crushed stone and
\\ sily clay (FILL) Stiff b-own and gray clay and
- 4.0 silt, some sand (possible fill),
1C 4.0- 6.0 12"6 moist
~
2A 6.0- 7.5 4 9 15 6 Stiff brown and gray clay, some silt, trace of sand, moist 8.0' Very stiff brown clay, sone sand.
2C 8.5-10.5 24"
_10' some silt, trace of gravel, moist 9
Hard gray clay, some silt, some 11.0' 3A 10.5-12.0 11-15-20 35 sand, trace of gravel, moist (With cobbles from 11-11.5')
With some rock fragments at 12.0')
4A 14.0-15.5 20-33-67/2" 100+
3 Becomes sandy at 14.0 )
15.5, Weathered limestone (Auger refusal at 16.5')
Bottom of boring at 16.5' NOTE: Boring backfilled with cement-bentonite grout.
metwoo:
Hol1ow Augers wAun aseenvarions im saman:
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v ecnasciA=: BK/CR O
CO6sPL8rlOes OSPTM:
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2 4. 7 5,,,,. 4. 5 '
e.
... t., 19..
" "*d 38680 Osava *ersa:
BOWSER - MORNER
- Taken in augers.
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