ML11269A145: Difference between revisions
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{{#Wiki_filter:LAW ENGINEERING TEST BORING RECQRD ELEV. STRATUM REMARKS DEPTH VISUAL SOIL DESCRIPTION D sa K Nor CR/RQD 118.0' 0.0' | |||
.,.- 0.2 .1\ TOPSOIL r 1.0 18 ~ | |||
S 3 ~ | |||
Very loose to loose brown clayey - | |||
- and silty fine to medi um SAND 2.5 14 ~ 4 | |||
- | |||
- (SC-Sri) | |||
* damp ~ | |||
- ~ ~ | |||
113 - | |||
- | |||
5.0 14 ~ | |||
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~: | |||
- | |||
D | |||
* Sample depth (Ft.) | |||
Page 1 of 2 | |||
* Penetratioft in blows per. | |||
BORING NUMBER D_E_-._1 _ | |||
N root (~I D-1586) | |||
DATE DRILLED 1-31-89 CR .,. core reco..ry; NX or | |||
Revision as of 15:09, 12 November 2019
| ML11269A145 | |
| Person / Time | |
|---|---|
| Site: | Calvert Cliffs  |
| Issue date: | 09/08/2011 |
| From: | Calvert Cliffs |
| To: | Office of Nuclear Material Safety and Safeguards |
| References | |
| Download: ML11269A145 (22) | |
Text
LAW ENGINEERING TEST BORING RECQRD ELEV. STRATUM REMARKS DEPTH VISUAL SOIL DESCRIPTION D sa K Nor CR/RQD 118.0' 0.0'
.,.- 0.2 .1\ TOPSOIL r 1.0 18 ~
S 3 ~
Very loose to loose brown clayey -
- and silty fine to medi um SAND 2.5 14 ~ 4
-
- (SC-Sri)
- damp ~
- ~ ~
113 -
-
5.0 14 ~
,~
5
--...
- 7.5 14
~:.
7 -
- ~'.
~
~.
.. -
!-
9.0 ...
...
lOS - Finn to dense brown-tan fine to lO.O 12 ...*.. 11
... -
-
- medium SAND (SP). moist *..
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- ....
....
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. ... 19
-
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15.0 12 ....
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- 2-13-89 34.0 Loose 11ght gray to tan clayey ana 83 - silty fine SAND (SC-SM). moist 35.0 10 ~:: 9
~:
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D
- Sample depth (Ft.)
Page 1 of 2
- Penetratioft in blows per.
BORING NUMBER D_E_-._1 _
N root (~I D-1586)
DATE DRILLED 1-31-89 CR .,. core reco..ry; NX or ax desicftata bit size (ASTM 0-2113; JOB NUMBER 88-692 RQD - Rock Quality Dni,ftation Calvert Cl iffs Nuclear Power Plant ISFSF 10 Calvert County. Maryland FIGURE 2.6-78 (I of 2)
LAW ENGINEERING TEST BORING RECORD ELEV. STRATUM REMARKS DEPTH VISUAL SOIL DESCRIPTION 'D SR K Nor CR/RQD 83 1 35.0 78 40. ~_--.--..-:---~-~~---"-"40. 0 18 si *el)
- c @ 44 1 , 2-13-89 Very loose dark gray silty and 73 cllayey fine SAND (SC-SM). moist 5.0 18 wet 68 t--. '_~50.0 18 BCJring Tenninated @ 50.5 Feet 2**1-89 D* Sample depth (Ft.ll Page 2 of 2 N
- Penetration in blows pel'.
toot (AS"D1 D-1586)
BORING NUMBER DATE DRILLED
DE- 1 1-31-89 CR .,. core recovery: NX or ax desicnatu bit size (ASTM D*2113j JOB NUMBER 88-692 RQO* Rock Quality Oesicn:ation Ca1vert Cl iffs Huel ear Power Pl ant ISFSF 10 Calvert County, Maryland FIGURE 2.6-78 (2 of 2)
LAW ENGINEERING TEST BORING RECORD ELEV. REMARKS VISUAL SOIL DESCRIPTION D SR K Nor CR/RQD 1.0 15 2.5 16 106.9 5.0 18 7.5 18 101.9 0.0 16 96.9 5.0 12 ...
91.9 Some coarse sand below 20-feet 0.0 12 18 86.9 5.0 14 13 lrm to st, 19 t gray S1 ty C:LAY (eL), moist 81.9 0.0 18 10 2-13-89 76.9 5.0 18 13 D* Sample depth (F&.)
Page 1 of 3 N
- Penetration in blows per. BORING NtTMBER .;;...-.*..;;O;.;;E_-.=2 _
loot (ASTM 0-1586)
DATE DRILLED 2-8-89 CR . , . CON rKOyery; NX or ax
. daicnates bit size (ASTM D*2113j JOB NUMBER S8-692 SYMBOLS: RQD* RockQualityDesicn~tion Calvert Cliffs Nuclear Power Plant s:J Undisturbed Sample ISFSF 10 -----
-:~- Water leftl. time or drillinc Calvert County, Maryland 100 "=rWater leftl
- ........
NX
_.................,
R 30
~
C Cayed depth Lo... or Water or borinC FIGURE 2.6 -7C (I of 3)
LAW ENGINEERING TEST BORING RECORD
£LEV. STRATUM DEPTH VISUAL SOIL DESCRIPTION o SR K Nor RDtARKS' CR/RQD 76.9' 35.0*
!Loose dark gray clayey and silty
'fine SAND (SC-SM) ~ moist 71.9 t
Occasional sand seams 65.9 Loose to firm dark green clayey 51.9 and silty fine SAND (SC-SM). moist 50.0 18 56.9 55.0 18 51.9 60.0 18 c @ 6~', 2-13-89 45.9 65.0 18 41.9 70.0 18 D* Sample depth (Ft.,)
Page 2 of 3 BORING NUMBER. DE- 2 N
- Penetration in blows per.
foot (AS"Dt D*1586)
'------------
DATE DRILLED 2-8 - _
Cit * ~ core reeoyeroy; NX or ax S8-692 SYMBOLS:
desicnates bit size (A.$TM D*2113; RQD* Rock Quality Desicn~tion JOB NUMBER
Calvert Cl iffs Nuclear Power Plant
~ Undisturbed Sample ISFSF 10 ~-,-
-.:- Water le"l. time or driUine Calvert County, Maryland
"""'..... 1-00 .... -:-::' Water leftl NX C Cawed depth or bonne 30 R ~ Lou o( Water FIGURE 2.6-7C (2 of 3 )
~ ......._ ...........a.-..-..-
LAW ENGINEERING TEST BORING RECORD ELEV* STRATUM DEPTH VISUAL SOIL DESCRIPTION o SR K Nor RE.\!ARKS CR/RQD
.,. .
41 9 ' 70.0'
- ~ ~
- ~ -
- ~~ ~
- ~ ~
36.9 - 75.0 18 ~ 7 ~
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...
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31.9 - -- 80.0 18
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12 ~
to-
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26.9 - 85.0 18 ~
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19 ~
- ~
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- ~ ..
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- ~. I-21.9 - 90.0 18 ~ :: 65 100-Trace she11 s below 90 feet
- ~ I-92.0 Dense green silty fine SAND (Sr~) *
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- with shells, moist to wet ..
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- .....
,
16.9 - 95.0 18 .... ....
...... 36
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11.9 100;5-_ 0.00.( 14 ... 27 I-- -
"1.0 Boring Terminated @ 100.5 feet I-
- 2-9-89 l-
- ~
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- Sample depth (!~t.)
Page 3 of 3 N
- Penetration ift blows per. DE - 2 BORING Nt1MBER.--~~----
foot (AST:.~ 1).1586) 2-8 - - -
DATE DRILLED CR .,. core rKOftry; NX or ax desicnata bit size (ASTM 0*2113j JOB NUMBER 88-692 S:YMBOLS: RQO. Rock Quality Desicnation Calvert C1 iffs Nuclear Power Plant 3:J Undisturbed Sample ISFSF 10 -'--
._-- W.t.er leftl. time of drillinc Cal vert County. Maryland 100 -:::;::-W.tet leftl NX C Cawed depth or borinc 30
'--
R
.......- - ' -.............~
.... Lou of Water .FIGURE 2.6 c ( :3 of 3)
LAW ENGINEERING TEST BORING RECORD
@ 23 I , 2-13-89 101.5 Mc)re coarse sand between 25 feet 6.0 8 :::: 34 26.5 arid 35 feet 28.5
- 34 96.5 30.0 32.0
- 32 91.5 :::: 40 D
- Sample depth (Ft.JI Page 1 of 2
- Penetration in blows per.
BORING Nt1MBER D..-E-_._3 _
N foot (AS'l"-t D-1586)
DATE DRILLED 2-1-89 CR .,. core ftCO\Oery; NX or ax desi,natn bit lize (AST:.! 0*2113; JOB NUMBER 88-692 YMBOLS: RQD* Rock Quality Desi,n:ation Calvert Cliffs Nuclear Power Plant
! Undisturbed Sample ISFSF 10 Calvert County, Maryland
. ,. ", : .
v* .
FIGURE 2.6-70 (I of 2 )
LAW ENGINEERING TEST BORING RECORD.
ELEV. STRATUM DEPTH VISUAL SOIL DESCRIPTION o SR K Nor RDIARKS CR/RQD I 91.5 1 35.0 t Firm light gray silty CLAY moist 5.0 18 @ 45 t 45.5 C J
81.5 2-13-89 47.5 8.5 18 49.0 76.5 lne 51.0 52.0 18 Boring Terminated @ 55.5 Feet 2-2-89 D
- Sample depth (Ft.)
Page 2 of 2 N
- Penetration in blows per. BORL~G NUMBER. DE- 3
.~.-;;...;;;-----
foot (ASnf 0-1586) DATE DRILLED 2-1-89 _
CR * ~ eore rec:o.ery; NX or ax desicnates bit size (ASTM 0*2113; JOB NUMBER 88-692 RQD* RockQualityDtSil~tion Calvert Cliffs Nuclear Power Plant ISFSF 10 Calvert County, Maryland FIGURE 2.6-70 (2 of 2 )
LAW ENG~NEERING TEST BORING RECORD ELEV. STRATUM DEPTH VISUAL SOIL DESCRIPTION o sa K Nor REMARKS CR/RQD 116 .7 1 0.O'
-. 0.2 1"'\ TOPSOIl r iii 1.5 -_ -
Soft brown clayey SILT (HL), camp 1.0 14 4 ~
loose to very loose brown silty 2.5 18 .. 6 - c 3 1 t 2-13-89
- fine SAND (SM) , damp .
...
,
-
@
- 5.0 18 ..
,
111.7 - .'. ..
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4 ~
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7.0 Fi nn brown to tan s11 ty fine to 7.5 18 :.
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- medium SAND (SP-SM). moist :.
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106.7 - 10.0 15 15 '--'
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101..7 - 15.0 10 ::: 26 I--
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17~D Finn brown to tan fine to medium
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96.7 - Some coarse sand below 20'feet 20.0 6 ... .. , 22
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- (Cl). with occasional sand seams.
~
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- moist to wet 35.0 18 ~
~
81.7 - 1 I
0-.
D* Sample depch (Ft.*)
Page 1 of 2 N
- Penetration in blows per. BORINO DE- 4 NUMB£R.:..-..;;..;;;~:..- _
root (~t D-1586) DATE DRILLED 1-31-89 _
CR .,. core recovery; NX or ax desicnates bit size (ASTM D-2113j JOB NUMBER 88-692 RQD. Rock Quality Desilrution Calvert Cl iffs Nuclear Power Plant ISFSF 10 Calvert County, Maryland
~'
FIGURE 2.6-7E (I of 2)
LAW ENGINEERING TEST BORING RECORD ELEV. STRATUM DEPTH ~ VISUAL SOIL DESCIUPTION D sa K Nor REMARKS CR/RQD 81.7 1 35.0' Vtery loose 1 ight gray clayey fine S;~D (SC) t moist 76.7 0.0 18 71.7 5.0 18 Bc)ri ng Termi nated @ 45.5 Feet 1**31-89 D
- Sample depch (Ft.)
Page 2 of 2 N .. Penetration in blows per. BORING NUMBER._ _._D....;;E;,.-_4~ _
foot (ASn-t D*1586)
DATE DRILLED 1-31-89 CR .,. core recovery: NX or ax desi,nates bit size (ASTM 0-2113; JOB NUMBER 88-692 RQD. Rock Quality Desilft2tion Ca1vert C1 iffs Huelear Power Pl ant ISFSF 10 Calvert County, Maryland FIGURE 2.6-7E (2 of 2 )
LAW ENGINEERING TEST BORING RECORD ELEV. Nor aE~(ARKS .
. VISUAL SOIL DESCRIPTION 0 sa K CR/RQD
,. 121.5 1 Soft to very stiff brown sandy CLAY (Cl), little silt, damp 116.5 c @ 5.2'~ 2-13-89 7.5 15 111.5 10.0 12 Dl~nse brown to tan sil ty fine to medtum SAND (SP-SH) ~ moist 106.5 15.0 10
..
20.0 6 14 Firm to dense brown to tan
~~diu~ ~~D (SP), moist 4
96.5 Some coarse sand below 25 feet 25.0 7 15 91.5 30.0 10 35
.. :.
86.5 35. 8 12 D* Sample depth (Ft.)
Page 1 of 2 N
- Penetration in blows per.
toot (ASTI-I D*1586)
BORING NUMBER
DE- 5 ca * ~ core recO"ry; NX or ax DATE DRILLED 1-31-89
- -
desicnata bit size (ASTM D*2113j JOB NUMBER 88-692 SYMBOLS: RQD* Rock Quality DniCft2tion Calvert Cl iffs Huel ear Power Pl ant
] Undisturbed ISFSF 10 --- Sample
-.:- Water le"l. time or drillinc Calvert County, Maryland 100 -=;:=-Water level NX C Caved depth or borinc
_.-Jo._.. . . . . . . . .
R 30
~ Lou or Water FIGURE 2.6-7F (I of 2)
LAW ENGINEERING TEST BORING RECORD ELEV~ STRATlTM VISUAL SOIL DESCRIPTION o SR K Nor REMARKS DEPTH CR/RQD
.. .
86 5' .
35 O* ...
...
...
""',
...
- ...
...
...
~
- . ..
...
...
~
-
...
....
..
... '"'"
-
~:.
81.5 39.5_ Loose dark gray silty and clayey 4"a.D 14
~
81-
- fine SAND (SC-SM), moist ~:
~
- ~: '-
-
44.0
- ~.:
~~: ~
-
76.5 - 1.oose ght (gray to tan c' ayey 11 45.5 .. fine SAND scf. moist
- . 45.0 18 ~ 5-
-
-
-
Boring Terminated @ 45.5 Feet 1-31-89
~
'-
-
- -
~
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- -
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- -
--
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- -
-
-
- -
-
- -
- -
-
D* Sample depth (J~t.)
Page 2 of 2 N
- Penetration in blows per. DE- 5 BORING NUMBER~...;;.;~~----
foot (ASTM D-1586) 1-31-89 DATE DRILLEO -----
CR
- f:t core recovery; NX or ax duicnates bit size (ASTM 0-2113; JOB NUMBER 88-592 5 RQD* Rock Quality DaiCftation Calvert Cl iffs Nuclear Power Plant ISFSF
.,1:;"
10 Calvert County, Maryland FIGURE 2.6 - 7F (2 of 2)
AUGER PROBE BORING RECORD ELEV. STRJ~TUM (ft.) DEP'11{ (ft.) VISUAL SOIL DESCRIPnON REMARKS O.CI I 0.1 r\.. TOPSOIL I
- Dark brown sandy CLAY
.3.0 -t--------------I Dark brown silty CLAY with trace sand
-
1_
-
-
8.0 ...... --------------1 Dark red brown silty SAND with Cave @ 8.0', 2-1-89 trace clay
-
10.o-~------------1 Auger Probe Tenninated @ 10.0 Ft.
2-1-89 N~: No Gr~undwater Encountered
-:;;:- Water le.el as noeed
--:-- Water le.11 at time or ezc:ancion PROBE BORING NO. DE- 6 DATE EXCAVATED: 2-1-89 JOB NUMBER: 88-692 Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Haryland FIGURE 2.6- 7G
LAW ENGINEERING TEST BORING RECORD ELEV. Nor RE..\lARKS VISUAL SOIL DESCRIPTION D SR K CR/RQO 4" 113.9' P L Very soft brown sandy CLAY (Cl) J some silt, damp 108.9 5.0 14 7.5 18 Finn brown to tan SAND (SP), moist 10.0 14 103.9 98.9 15.0 12 15.5 17.5 18.5 12 19.0 93.9 Wet below 20 feet 21.0 Some coarse sand below 22 feet 22.0 6 24.0
--=-@ 24.5',
88.9 2-6-89 26.0 27.0 8 28.0 Very loose 1ight gray to tan silty fine SAND (SM), little clay, 30.0 83.9 Iwet 31.0 18 3 32.0
'Very loose tan sil ty fine SAND ...
(SM), wet
- 34. 0 c @ 34.3',
78.9 35.0 18** 6 2-6-89 D - Sample depth (F't.) Page 1 of 2 N
- Penetration in blows per. BORING NUMBER . OE- 7
.~---------
foot CASTM D-1586)
DATE DRILLED 2-2-89 CR - ~ core reeo.ery; NX Of ax daicnata bit size (ASTM D*2113j JOB NUMBER 88-692 SYMBOLS: RQD- Rock Quality Dnicn=ation Calvert Cliffs Nuclear Power Plant 3:J Sample Ulldisturbed ISFSF 10 -,--
-:.- Water .eftl. tim. o( drillinc Calvert County, Maryland 100 -=:;::-Water 'eftl NX C Ca**d depth or borin~
30 L..-J._.r::r:~~""l Lo... ot Water FIGURE 2.6-7H (I of 2}
LAW ENGINEERING TEST BORING REC.ORD ELEV. STRATUM RE.\tARKS DEPTH VISUAL SOIL DESCRIPTION D SR K. Nor CR/RQD
.
78 9' 35.0' ..
l
-
-
--
- .... -
- .. -
73.9 -
-
~O.O 18
..
.. 2 --
- -
~
I-43.0 f~1nn
- (:lAY l1ght gray to tan flne sandy
-
~
(Cl). moist 68.9 -
- ~5.0 18 6 -
~~
46.0
~ 48.0 46.0 L.oose dark gray clayey fine SAND
- (SC). moist
-
,-
-
49.0 18
~~ 9 -
63.9 51.0 sspo;110
"-
-
- Finn to very stiff dark gray -
-- clayey and sandy SILT (Ml). moist
-
54.0 18 5 -
58.9 - --
-- -
58.5 -
58.0 18 22 -
_
Boring Terminated @ 58.5 Feet
-
53.9 -
-
2-3-89 ---
- -
- -
- -
-
- --
!"-
- ~
- ~
-
-
- I~
I D - Sample depth (Ft.. )
Page 2 of 2 N
- Penetration in blows per.
BORING NUMBER DE-7
-......; _
loot (ASTl\f D-1586)
DATE DRILLED 2-2 -_ _
CR * ~ eore neo"".; NX or ax desicnata bit lize (ASTM D-2113; JOB NUMBER 88-692 RQD* Rock Quality Desilution Cal vert Cl iffs Huel ear Power Pl ant ISFSF 10 Calvert County, Maryland FIGURE 2.S-7H (2 of 2)
AUGER PROBE BORING RECORD ELEV. STltATUM (ft.) DElM'H (ft.) VISUAL SOIL DESCRIPnON REMARKS
- o. O' 0.* 2 i\ TOPSOIL /
Dark brawn sandy CLAY
-
-
-
-
-
3.. 5
- Tan brown silty SAND
-
-
- Cave @ 7.0', 2-1-89
-
9.0 Fine to medium tan SAND and medium to coarse GRAVEL 10.v Auger Probe Terminated @ 10.0 Ft 2-1-89 NOTES: No Groundwater Encountered Page 1 of 1
-::;:- Water 14t." as noted
Water 14tnl at time or eXl:afttion PROBE BORING NO. DE-8 _
DATE EXCAVATED: 2-1-89 JOB NUMBER: 88-692 Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Maryland FIGURE 2.6-71
LAW ENGINEERING TEST BORING RECORD ELEV. STRATUM RE.\IARKS*
DEPTH VISUAL SOIL DESCRIPTION D SR K Nor CK/RQD
'.118.2' 0.0' 0.2 TOPSOIL Soft to stiff brown sil ty CLAY I(Cl). damp 113.2 108.2 103.2 Finn to dense brown to tan fine t~ medium SAND (SP). moist to wet 98.2 0.0 12 :::: 18 93.2 5.0 10
~ret below 28 feet 2-13-89 88.2 0.0 12 Firm light gray silty CLAY (Cl).
damp 83.2 35.0 18 7 D* Sample depth (Ft.)1 Page 1 of 3
- Penetration in blow. per. BORING NUMBER.~..;;.D.;;;.E_-.:;.9 _
N loot (~t D-1586)
DATE DRILLED 2-6-89 CR * ~ COte reco.ery; NX or ax desi,natn bit size (ASTM 0-2113; JOB NUMBER 88-692 YMBOLS: RQD* Rock Quality Dai'l12tion Ca1vert Cl iffs Huel ear Power Pl ant Unduturbed Sample ISFSF
/" .10 -_- Water le..l, time or drillinr Cal vert County. Maryland 100 *=;="Water I.wel
--_...................
NX R
30
~
C C.nd depth or borin~
Lou o( Water FIGURE 2.6 -7J (I of 3)
LAW ENGINEERING TEST BORING RECORD ELEV. STRATUM RE.\IARKS DEPTH ~ VISUAL SOIL DESCR1PT10N D SR K Nor CR/RQD 8
l 36.0 38.0 9.0 18 78.2 V,ery loose 1i ght gray to tan c 1aye 73.2 fine SAND (SC), moist Loose dark gray cl ayey fine SAND (SC), moist 68.2
",C @ 54 I , 2-13-89 63.2 Stiff dark gray clayey' and silty fiine SAND (SC-S~t) t moist 58.2 0.0 18 54.2 48.2 0.0 18 D* Sample depth (Ft.]l Page 2 of 3 N * 'enetntion ift blows per, BOaING NUMBER* DE- 9 foot (ASnI D*1586)
DATE DRILLED 2-5-89 Cit * ~ core recoftry; NX or ax duicnates bit size (ASTM D*2113j JOB NUMBER 88-692 RQD. Rock Quality Desicnation Calvert Cliffs Nuclear Power Plant ISFSF 10' Calvert County, Maryland FIGURE 2.6 -7J (2 of 3)
LAW ENGINEERING TEST BORING RECORD EL£V. STRATUM REMARKS DEPTH VISUAL SOIL DESCRIPTION D SR K Nor CR/RQO I 70.0' 43.2 38.2 80.0 18 81.0 83.0 84.0 18 33.2 28.2 90. 18 Trace shells below 94 feet 94.
23.2 97.0 rrm green S1 .y
~,ith shell s t wet 18.2 ion 16 Boring Terminated @ 100.5 Feet
~~-8-89 Page 3 of 3 D* Sample depth (Ft.)
N CR
- Penetration in blows per.
loot (ASTM D*1586)
.,. core ftCoyery; NX or ax BORING NUMBER DATE DRILLED
'------------
DE - 9 2-6-89
dniCftates bit size (ASTM 0*2113; JOB NUMBER 88-692 RQD* RockQualityOesicn~tion Calvert Cliffs Nuclear Power Plant ISFSF 10 Calvert County, Maryland FIGURE 2.S-7J (3 of :3)
LAW ENGINEERING TEST BORING RECll.RD ELEV* STRATUM DEPTH " VISUAL SOIL DESCRIPTION D sa K Nor REMARKS
'CR/RQD
. U.2.
119 2' 0 O' J-\ TOPSOIL r ..
iI~!i
.. 6-loose to finn brown silty fine SAND 1.0 15 ..
-
- (SM)," trace clay, dry to damp 2.5 12 .. 19
- -
- -
114.2 -
-
5.0 16 24 --
- 7.5 16
..
11 ~
-
~:O
_ Finn brown to tan silty fine to .. """
medium SAND (SP:",SM), J!1Oist -
109.2 -
-.. 10.0 14 : : . 13
..
..
.. -
..
.. ....
- ..
..
.. -
- ..
..
,- ..
..
.. -
104.2 15.0 .... 28 ...
15.0 18 ~~. ~
Dense bro\*m to tan flne to mediUm ....
- SAND (SP). damp to moist ....
....
....
- Wet below 16 feet, some coarse ....
....
.... -
-.. sand below 16 feet ....
....
....
...
......
.....
~
-
....
99.2 -.. ....
..... 22 20.0 8 ....
....
-
....
.....
...
-
.. ....
....
....
~
- ....
....
....
....
-
- .....
.... - -=- @ 24 1 , 2-13-89 94.2 -..
....
25.0 10 ....
.... 22
....
....
....
....
...
---
- ...
...
...
....
-
- ...
...
...
-
- ...
...
... - 0 89.2 - 30.0 10 ......
... 48 -
- ...
...
... -
~
~
32.0 V'ery loose light {ray to tan
- ~
~
clayey fi ne SAND SC), wet
- -
84.2 - 35.0 12 ~
~
3 0--
D* Sample depth (Ft.) Page 1 of 2 N
- Penetration in blows per.. BORINO NUMBER* DE- 10 foot (AS'DI D-1586) DATE DRILLED 2-6-89 _
CR * ~ core recoyery: NX or ax desicnatu bit size (ASTM D*~113; JOB NUMBER S8-692 RQD* Rock Quality Dnicnation Calvert Cl iffs Nuclear Powel"'" Plant ISFSF 10 Calvert County, Maryland FIGURE 2.6-7K ( I of 2')
LAW. ENGINEERING TEST BORING REC1JRD ELEV. STRATUM DEPTH
- VISUAL SOIL DESCRIPTION o SR K Nor RE~lARKS CR/RQD 84.2' 35.0'
- I-I-
'37~o-Finn tan silty fine SAND (SM). ..
.. -
..
- moist ..
..
...
I-
- ...
..
..
..
l-79.2 - 40.0 10 .. 13
...
I--
....
41.0 Very loose to loose light gray to
- tan silty fine SAND (SM). little I-
- - clay. wet I-
- I-74.2 -
- 45.0 18 4 I--
- ltSJ 46.0 e @ 47',
- 48.0 2-13-89
-
.. .. ~
..
69.2 - 50.0 18 ....
...,
6 ~
....
- ..
52.0 Finn tan f1ne SAND (SM), m01st ..
..
..
-
- t-
- t-64.2 55.5.
- 55.0 18 ..
16 --
l-E~ori ng Tem; nated @ 55.5 Feet
- ~~-6-:89 I-
- t-
- t-
.....
-
- I-
...
-
- ~
-.
-
- f-
- ~
- ~
- -
~
- ~
D* Sample depth (Ft.)
Page 2 of 2 N
- Penetration in blows per.
loot (Asn.t 0*1586)
BOtlING NUMBER . .----.;;--------
DE-IO DATE DRILLED 2-6-89 CR . , . cor. recovery; NX or ax desi&n~tes bit size (ASTM D*2113j JOB NUMBER S8-592 5 RQD* RockQualityDesiln~tion Calvert Cliffs Nuclear Power Plant ISFSF 10 Calvert County, Maryland FIGURE 2.6-7K (2 of 2)
LAW ENGINEERING TEST BORING RECORD ELEV. STRATUM RE~IARKS
. VISUAL SOIL DESCRIPTION D SR K Nor DEPTH CR/RQD
.
123 0' 0 O* . )
~
I:ILL - sampled as stiff ~rown fine 15 >~ 1~ l-1.e 1.5
- r..~;andy clay, trace organics, damp ~
- I:ILl - sampled as brown to gray 2.S 12 18 ~
l-
- 1fine sand, damp
- 81-
~
118.6 - 5. ( 18 I
- ~ S.C
- 24 8.0
- *
- 9.e 14 8~
113.6 - - I--
- St-
~. -=- @ 11.5*, 2-13-39
- 12.t 14
- ~
I-14.0* FILL ~ sampled as very loose gray l08.S - ~;ilty fine sand, moist 15. ~ 14 1~
- 10.0 17.0 I:'inn brown fine to medium clayey
- and 18 ...
" ... ~ 18.0
...
- si1.ty SAND (SC-Sr~). dar.tp 19.C 16 :: '" : 11) 1~3.5 20.0 .. ~
-- I:'irm tan si1 ty fine to medium SAND l( sn), damp 22.~ 12 21
~
I-
- ...
- I-93.S - 25. ~ 10 21 10-
- ~
- i- t'"
~ @ 27*, 2-13-89
- -
- ::8
~
30.5-_
93.e 30.c 10 ~
"-
I~oring Terminated @ 30.5 Feet
- ~~-IO-a9 I-
- l-
- ~
as.e - I
~
D
- Sample depth (F't.)
Page 1 of I N * 'enecntion in blows per. BORL~C NUMBER DE-11 loot (.unl D*1586)
DATE DRILLED 2-10-89 CR * ~ CON NCo.ery; NX or ax desicnata bit size (A$TM D*2113; JOB NU)lBER S8-592 SYMBOLS: RQD* Rock Quality Delicn~tion Calvert Cliffs Nuclear Power Pl ant
- s::J Undilturbed ISFSF Sample 10 --~
-':.- Water le.el. time or drillinc Calvert County, Maryland 100 -=:;:-Water leftl NX C Ca.ed depth or borinc
_---r.._.. . . .~~
R 30
"'1 Lou or Water FIGURE 2.6 -7L
LAW ENGINEERING TEST BORING RECORD ELEV. STRATt1:\,f RDtARKS
- VISUAL SOIL DESCRIP"TtON 0 SR K Nor DEPTH CR/RQD t 130.
- 0.0' FIll - sampled as loose brown 1.0 14 silty sand. trace shells below 5 feet. some clay encountered at 2.5 14 8 feet. damp 125.9 5.0 14 9 7.5 18 10 t.
0.0 15 7 120.9 0
..... , 12' 11.0 t 2-13-89 Firm gray silty fine SAND (SM). 13.0 trace shells. little organics. 13 damp 4.0 18
.. 15.0 115.9 Firm brown clayey and silty SAND 24 (SC-SM). damp 17.0 8.0 18 . : 21 110.9
{(
~
24.0 1:35.9 24 26.0 C ~ ,5' t I~irm to dense tan medium to coarse SAND (SP), damp 7.0 18 ...
.
.
"'0
~
2-13-89 0.0 12 "0 to.,
-'~oring Terminate 4~-IO-89 D
- Sample depth (Ft.)
Page 1 of 1 N
- Penetration in blows per BORING NUMBER DE- 12 loot (AS"DI ]).1516)
DATE DRILLED 2-10-89 CR. * ~ CON nco..ry; NX or 3X dni,natu bit size (ASTM D*2113j JOB NUMBER 88-692 SYMBOLS: aQD. Rock Quality Desi,ution Calvert Cl iffs Nuclear Power Plant Undisturbed Sample ISFSF 10
-.:- Waler ....I. time or drillinl Calvert County, Maryland 100 -=;:="Water le..1 NX C ea**d depth of borinc
- ......._..................
R 30
~ Lou 01 Wat.r FIGURE 2.S-7M