ML11269A145
| 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 REMARKS D
sa K
Nor CR/RQD VISUAL SOIL DESCRIPTION ELEV.
STRATUM DEPTH 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 -
(SP).
medium SAND moist 103 15.0 12.... 19
~
98 gO.O 12
.,. : 25
~
Sorne 93 coarse sand below 25 feet 25.0 12 30 -
8S 30.0 10 36 -
0- -:;r- @ 33'
- 2-13-89 34.0 Loose 11ght gray to tan clayey ana
~,.;
83
- silty fine SAND (SC-SM). moist 35.0 10
~::
9 -
~:
FIGURE 2.6-78 (I of 2)
Page 1 of 2 BORING NUMBER D_E_-._1 DATE DRILLED 1-31-89
- Penetratioft in blows per.
root (~I D-1586)
N 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 Calvert County. Maryland D
- Sample depth (Ft.)
10
LAW ENGINEERING TEST BORING RECORD REMARKS c
@ 44 1, 2-13-89
'D SR K
Nor CR/RQD 5.0 18
- el)
- si VISUAL SOIL DESCRIPTION BCJring Tenninated @ 50.5 Feet 2**1-89 Very loose dark gray silty and cllayey fine SAND (SC-SM). moist wet t--.
'_~50.0 18
- 40. ~_--.--..-:---~-~~---"-"40.0 18 73 78 68 ELEV.
STRATUM DEPTH 83 1 35.0 Page 2 of 2 FIGURE 2.6-78 (2 of 2)
- Penetration in blows pel'.
toot (AS"D1 D-1586)
BORING NUMBER DE-1 DATE DRILLED 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 Cliffs Huel ear Power Plant ISFSF Calvert County, Maryland N
D* Sample depth (Ft.ll 10
LAW ENGINEERING TEST BORING RECORD 2-13-89 REMARKS FIGURE 2.6 -7C (I of 3) 18 10 13 13 Page 1 of 3 BORING NtTMBER..;;...-.*..;;O;.;;E_-.=2 DATE DRILLED 2-8-89 D
SR K
Nor CR/RQD 5.0 14 5.0 12...
0.0 12 5.0 18 0.0 18 1.0 15 2.5 16 0.0 16 7.5 18 5.0 18 N
- Penetration in blows per.
loot (ASTM 0-1586)
CR
.,. CON rKOyery; NX or ax
. daicnates bit size (ASTM D*2113j JOB NUMBER S8-692 RQD*
RockQualityDesicn~tion Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Maryland VISUAL SOIL DESCRIPTION lrm to st, 19 t gray S1 ty C:LAY (eL), moist Some coarse sand below 20-feet 76.9 81.9 D* Sample depth (F&.)
96.9 86.9 91.9 ELEV.
10 101.9 106.9 SYMBOLS:
s:J Undisturbed Sample
-:~- Water leftl. time or drillinc 100 "=rWater leftl NX C Cayed depth orborinC 30 R
~
Lo... orWater
LAW ENGINEERING TEST BORING RECORD S8-692 RDtARKS' c
@ 6~', 2-13-89 FIGURE 2.6-7C (2 of 3 )
DATE DRILLED Page 2 of 3 BORING NUMBER. DE-2 2-8-89 o
SR K
Nor CR/RQD 70.0 18 60.0 18 65.0 18 t
- Penetration in blows per.
foot (AS"Dt D*1586)
Cit
- ~ core reeoyeroy; NX or ax desicnates bit size (A.$TM D*2113; JOB NUMBER---------
RQD* Rock Quality Desicn~tion Calvert Cl iffs Nuclear Power Plant ISFSF Calvert County, Maryland N
VISUAL SOIL DESCRIPTION 55.0 18 Occasional sand seams Loose to firm dark green clayey and silty fine SAND (SC-SM). moist 50.0 18
!Loose dark gray clayey and silty
'fine SAND (SC-SM) ~ moist 51.9 45.9 56.9 41.9 51.9 71.9 65.9 D* Sample depth (Ft.,)
£LEV.
STRATUM DEPTH 76.9' 35.0*
10 SYMBOLS:
~ Undisturbed Sample
~-,-
-.:- Water le"l. time or driUine
"""'.....1-00.... -:-::' Water leftl NX C Cawed depth or bonne 30 R
~
Lou o( Water
~......._
...........a.-..-..-
LAW ENGINEERING TEST BORING RECORD
( :3 of 3)
RE.\\!ARKS
.FIGURE 2.6 c Page 3 of 3 BORING Nt1MBER DE-2
.--~~----
2-8-89 DATE DRILLED o
SR K
Nor CR/RQD N
- Penetration ift blows per.
foot (AST:.~1).1586)
CR
.,. core rKOftry; NX or ax desicnata bit size (ASTM 0*2113j JOB NUMBER 88-692 RQO. Rock Quality Desicnation Calvert C1 iffs Nuclear Power Plant ISFSF Cal vert County. Maryland VISUAL SOIL DESCRIPTION D
- Sample depth (!~t.)
ELEV*
STRATUM DEPTH 41 9' 70.0' 10 S:YMBOLS:
3:J Undisturbed Sample
._-- W.t.er leftl. time of drillinc 100 -:::;::-W.tet leftl NX C Cawed depth or borinc 30 R
Lou of Water
'--.......--'-.............~
~
~
~
~
~
~
~
~
36.9 75.0 18 ~
7 ~
~
~
~
~'
~
~
~
~
31.9 80.0 18
~
12 ~
~
to-
~
~
I-
~
~
~
~
~
26.9 85.0 18 ~
19 ~
~
I-
~
~
~
~.
~
~.
I-21.9 Trace she11s 90.0 18 ~ :: 65 100-below 90 feet
~
I-92.0 Dense green silty fine SAND (Sr~) *
~
- with shells, moist to wet
~
16.9 95.0 18.... 36 -
l-
~
~
11.9 0.00.( 14 27 I-- -
100;5 _
Boring Terminated @100.5 feet "1.0 I-9-89 l-
~
I-
~
LAW ENGINEERING TEST BORING RECORD 26.5
@ 23 I, 2-13-89 28.5 30.0 32.0
- 40
- 34
- 32 6.0 8 :::: 34 Mc)re coarse sand between 25 feet arid 35 feet 96.5 91.5 101.5 D
- Sample depth (Ft.JI Page 1 of 2 FIGURE 2.6-70 (I of 2 )
- Penetration in blows per.
foot (AS'l"-t D-1586)
BORING Nt1MBER D..-E-_._3 DATE DRILLED 2-1-89 CR.,. core ftCO\\Oery; NX or ax desi,natn bit lize (AST:.! 0*2113; JOB NUMBER 88-692 RQD* Rock Quality Desi,n:ation Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Maryland N
YMBOLS:
! Undisturbed Sample 10 v*
LAW ENGINEERING TEST BORING RECORD.
I ELEV.
STRATUM DEPTH 91.5 1 35.0 t VISUAL SOIL DESCRIPTION o
SR K
Nor CR/RQD RDIARKS Firm light gray silty CLAY moist 81.5 5.0 18 45.5 C @ 45 t J
2-13-89 47.5 8.5 18 76.5 49.0 lne 51.0 52.0 18 Boring Terminated @55.5 Feet 2-2-89 DATE DRILLED Page 2 of 2 BORL~G NUMBER. DE-3
.~.-;;...;;;-----
2-1-89 FIGURE 2.6-70 (2 of 2 )
- Penetration in blows per.
foot (ASnf 0-1586)
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 Calvert County, Maryland N
D
- Sample depth (Ft.)
10
LAW ENG~NEERING TEST BORING RECORD DE-4 1-31-89 REMARKS Page 1 of 2 FIGURE 2.6-7E (I of 2)
BORINO NUMB£R.:..-..;;..;;;~:..-
DATE DRILLED o
sa K
Nor CR/RQD
- Penetration in blows per.
root (~t D-1586)
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 Calvert County, Maryland N
VISUAL SOIL DESCRIPTION D* Sample depch (Ft.*)
10 ELEV.
STRATUM DEPTH 116 7 1 0 O' 0.2 1"'\\
TOPSOIl r
iii
- Soft brown clayey SILT (HL), camp 1.0 14 4
~
1.5 _ loose to very loose brown silty 2.5 18 6 -
- fine SAND (SM), damp
- c @ 3 1 t 2-13-89 111.7 5.0 18 4 ~
~
7.0 Finn brown to tan s11 ty fine to 7.5 18 :.
16
- medium SAND (SP-SM). moist
~
~
106.7 10.0 15 15 '--'
101..7 15.0 10...
26 I--
~
17~D Finn brown to tan fine to medium SAND (SP). moist to wet
~
96.7 Some coarse sand below 20'feet 20.0 6
- .. 22 ~
l-
~
91.7 25.0 12...
23 I--
~
~
29.0 Firm brown' to tan silty fine to
~..
~
86.7 medium SAND (SP-SM). wet 30.0 18 19 I--
32.0
~
~
Very soft light gray silty CLAY
- (Cl). with occasional sand seams.
~
~
- moist to wet
~
81.7 35.0 18 ~
1 0-.
I
~'
LAW ENGINEERING TEST BORING RECORD ELEV.
STRATUM DEPTH 81.7 1 35.0' D
sa K
Nor CR/RQD REMARKS 5.0 18 0.0 18
~ VISUAL SOIL DESCIUPTION Bc)ri ng Termi nated @ 45.5 Feet 1**31-89 Vtery loose 1ight gray clayey fine S;~D (SC) t moist 76.7 71.7 FIGURE 2.6-7E (2 of 2 )
.. Penetration in blows per.
foot (ASn-t D*1586)
N Page 2 of 2 BORING NUMBER.__._D....;;E;,.-_4~
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 Plant ISFSF Calvert County, Maryland D
- Sample depch (Ft.)
10
LAW ENGINEERING TEST BORING RECORD 12 35 15 35.
8 25.0 7
30.0 10 Some coarse sand below 25 feet 91.5 86.5 96.5 ELEV.
. VISUAL SOIL DESCRIPTION 0
sa K
Nor aE~(ARKS.
121.5 1 CR/RQD 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
FIGURE 2.6-7F (I of 2)
Page 1 of 2 BORING NUMBER DE-5 N
- Penetration in blows per.
toot (ASTI-I D*1586) ca DATE DRILLED 1-31-89
- ~ core recO"ry; NX or ax desicnata bit size (ASTM D*2113j JOB NUMBER 88-692 RQD* Rock Quality DniCft2tion Calvert Cl iffs Huel ear Power Plant ISFSF Calvert County, Maryland D* Sample depth (Ft.)
10 SYMBOLS:
] Undisturbed Sample
-.:- Water le"l. time or drillinc 100 -=;:=-Water level NX C Caved depth orborinc 30 R
~
Lou or Water
_.-Jo._..................
LAW ENGINEERING TEST BORING RECORD REMARKS FIGURE 2.6 - 7F (2 of 2)
Page 2 of 2 BORING NUMBER DE-5
~...;;.;~~----
1-31-89 DATE DRILLEO o
SR K
Nor CR/RQD
- Penetration in blows per.
foot (ASTM D-1586)
CR
- f:t core recovery; NX or ax duicnates bit size (ASTM 0-2113; JOB NUMBER 88-592 RQD* Rock Quality DaiCftation Calvert Cl iffs Nuclear Power Plant ISFSF Calvert County, Maryland N
VISUAL SOIL DESCRIPTION D* Sample depth (J~t.)
5 ELEV~
STRATlTM DEPTH 86 5' 35 O*
10
~
~
81.5 39.5_ Loose dark gray silty and clayey 4"a.D 14
~:.
81-
~
- fine SAND (SC-SM), moist
~:
~
~:
~.:
-44.0 1.oose 11ght(gray to tan c'ayey
~~:
~
76.5
- - fine SAND scf. moist 45.0 18~
5-45.5..
- Boring Terminated @45.5 Feet
~ 31-89
~
~
I-I-
I-
~-
.,1:;"
AUGER PROBE BORING RECORD ELEV.
STRJ~TUM (ft.)
DEP'11{ (ft.)
VISUAL SOIL DESCRIPnON O.CI I 0.1 r\\..
TOPSOIL Dark brown sandy CLAY I
REMARKS
.3.0-t--------------I Dark brown silty CLAY with trace sand 1_
Cave @8.0', 2-1-89 Dark red brown silty SAND with trace clay 8.0......--------------1 10.o-~------------1 Auger Probe Tenninated @ 10.0 Ft.
2-1-89 N~:
No Gr~undwater Encountered Water le.el as noeed 2-1-89 Water le.11 at time or ezc:ancion PROBE BORING NO.
DE-6 DATE EXCAVATED:
88-692 JOB NUMBER:
Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Haryland FIGURE 2.6-7G
- 34. 0 c @ 34.3',
2-6-89 26.0 30.0 28.0 32.0 21.0 24.0
--=-@ 24.5',
2-6-89 15.5 17.5 19.0 22.0 6
31.0 18 3
27.0 8
35.0 18**
6 15.0 12 18.5 12 Wet below 20 feet Some coarse sand below 22 feet Very loose 1ight gray to tan silty fine SAND (SM), little clay, Iwet
'Very loose tan sil ty fine SAND (SM), wet 78.9 83.9 98.9 93.9 88.9 LAW ENGINEERING TEST BORING RECORD ELEV.
VISUAL SOIL DESCRIPTION D
SR K
Nor RE..\\lARKS 113.9' CR/RQO 4"
P L
Very soft brown sandy CLAY (Cl) J some silt, damp 108.9 5.0 14 7.5 18 Finn brown to tan 103.9 SAND (SP), moist 10.0 14 FIGURE 2.6-7H (I of 2}
Page 1 of 2 BORING NUMBER. OE-7
.~---------
DATE DRILLED 2-2-89
- Penetration in blows per.
foot CASTM D-1586)
CR
- ~ core reeo.ery; NX Of ax daicnata bit size (ASTM D*2113j JOB NUMBER 88-692 RQD-Rock Quality Dnicn=ation Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Maryland N
D - Sample depth (F't.)
10 SYMBOLS:
3:J Ulldisturbed Sample
-:.- Water.eftl. tim. o( drillinc 100 -=:;::-Water 'eftl NX C Ca**d depth or borin~
30 L..-J._.r::r:~~""l Lo... ot Water
LAW ENGINEERING TEST BORING REC.ORD DE-7 2-2-89 RE.\\tARKS FIGURE 2.S-7H (2 of 2)
Page 2 of 2 BORING NUMBER DATE DRILLED D
SR K. Nor CR/RQD
- Penetration in blows per.
loot (ASTl\\f D-1586)
CR
- ~ eore neo"".; NX or ax desicnata bit lize (ASTM D-2113; JOB NUMBER 88-692 RQD* Rock Quality Desilution Calvert Cliffs Huelear Power Pl ant ISFSF Calvert County, Maryland N
VISUAL SOIL DESCRIPTION D - Sample depth (Ft..)
ELEV.
STRATUM DEPTH 78 9' 35.0' 10 l
73.9
~O.O 18..
2 -
43.0 f~1nn l1ght gray to tan flne sandy
~
I-
- (:lAY (Cl). moist 68.9
~5.0 18 ~
6 -
46.0 L.oose dark gray clayey fine SAND
~
~
46.0
-- (SC). moist
~
48.0 49.0 18 ~
63.9
~
9 ss 51.0 po;110
- Finn to very stiff dark gray clayey and sandy SILT (Ml). moist 54.0 18 5 -
58.9 58.0 18 22 -
58.5 _
53.9 Boring Terminated @58.5 Feet 2-3-89
~
~
I~
I
AUGER PROBE BORING RECORD REMARKS ELEV.
STltATUM (ft.)
DElM'H (ft.)
VISUAL SOIL DESCRIPnON 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 DE-8 2-1-89 PROBE BORING NO.
DATE EXCAVATED:
Water 14tnl at time or eXl:afttion 88-692 JOB NUMBER:
Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Maryland FIGURE 2.6-71
LAW ENGINEERING TEST BORING RECORD 2-13-89 RE.\\IARKS*
FIGURE 2.6 -7J (I of 3) 7 Page 1 of 3 BORING NUMBER.~..;;.D.;;;.E_-.:;.9 DATE DRILLED 2-6-89 D
SR K
Nor CK/RQD 0.0 12 5.0 10 0.0 12 :::: 18 35.0 18
- Penetration in blow. per.
loot (~t D-1586)
CR
- ~ COte reco.ery; NX or ax desi,natn bit size (ASTM 0-2113; JOB NUMBER 88-692 RQD* Rock Quality Dai'l12tion Ca1vert Cliffs Huelear Power Pl ant ISFSF Cal vert County. Maryland N
Firm light gray silty CLAY (Cl).
damp
~ret below 28 feet Finn to dense brown to tan fine t~ medium SAND (SP). moist to wet 83.2 88.2 93.2 98.2 D* Sample depth (Ft.)1 103.2 108.2 113.2 YMBOLS:
Unduturbed Sample
-_- Water le..l, time or drillinr 100 *=;="Water I.wel NX C C.nd depth or borin~
30 R
~
Lou o( Water
/"
.10 ELEV.
STRATUM DEPTH VISUAL SOIL DESCRIPTION
'.118.2' 0.0' 0.2 TOPSOIL Soft to stiff brown sil ty CLAY I(Cl). damp
LAW ENGINEERING TEST BORING RECORD ELEV.
STRATUM DEPTH
",C
@ 54I, 2-13-89 l
8 78.2 73.2 68.2 63.2 58.2 54.2 48.2
~
VISUAL SOIL DESCR1PT10N V,ery loose 1i ght gray to tan c1aye fine SAND (SC), moist Loose dark gray cl ayey fine SAND (SC), moist Stiff dark gray clayey' and silty fiine SAND (SC-S~t) t moist D
SR K
Nor CR/RQD 9.0 18 0.0 18 0.0 18 RE.\\IARKS 36.0 38.0 FIGURE 2.6 -7J (2 of 3)
- 'enetntion ift blows per, foot (ASnI D*1586)
Page 2 of 3 BOaING NUMBER* DE-9 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 Calvert County, Maryland N
D* Sample depth (Ft.]l 10'
LAW ENGINEERING TEST BORING RECORD REMARKS 83.0 81.0 D
SR K
Nor CR/RQO 90.
18 84.0 18 80.0 18 VISUAL SOIL DESCRIPTION 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 28.2 EL£V.
STRATUM DEPTH I 70.0' 33.2 38.2 43.2 Page 3 of 3 BORING NUMBER DE-9 2-6-89 DATE DRILLED FIGURE 2.S-7J (3 of :3)
- Penetration in blows per.
loot (ASTM D*1586)
CR
.,. core ftCoyery; NX or ax dniCftates bit size (ASTM 0*2113; JOB NUMBER 88-692 RQD*
RockQualityOesicn~tion Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Maryland N
D* Sample depth (Ft.)
10
LAW ENGINEERING TEST BORING RECll.RD REMARKS D
sa K
Nor
'CR/RQD VISUAL SOIL DESCRIPTION ELEV*
STRATUM DEPTH 119 2' 0 O' U.2 J-\\
TOPSOIL r
iI~!i..
loose to finn brown silty fine SAND 1.0 15
.. 6-
- (SM)," trace clay, dry to damp 2.5 12
.. 19 114.2 5.0 16 24-
~:O 7.5 16 11
~
_ Finn brown to tan silty fine to medium SAND (SP:",SM), J!1Oist 109.2 10.0 14 ::.
13 -
104.2 15.0 Dense bro\\*m to tan flne to mediUm 15.0 18 ~~. 28 ~
- SAND (SP). damp to moist Wet below 16 feet, some coarse
~
sand below 16 feet 99.2 20.0 8.... 22
~
- -=- @ 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--
~
FIGURE 2.6-7K ( I of 2')
Page 1 of 2 BORINO NUMBER* DE-10 2-6-89 DATE DRILLED
- Penetration in blows per..
foot (AS'DI D-1586)
CR
- ~ core recoyery: NX or ax desicnatu bit size (ASTM D*~113; JOB NUMBER S8-692 RQD* Rock Quality Dnicnation Calvert Cliffs Nuclear Powel"'" Plant ISFSF Calvert County, Maryland N
D* Sample depth (Ft.)
10
LAW. ENGINEERING TEST BORING REC1JRD RE~lARKS FIGURE 2.6-7K (2 of 2)
Page 2 of 2 BOtlING NUMBER. DE-IO DATE DRILLED 2-6-89 o
SR K
Nor CR/RQD
- Penetration in blows per.
loot (Asn.t 0*1586)
CR
.,. cor. recovery; NX or ax desi&n~tes bit size (ASTM D*2113j JOB NUMBER S8-592 RQD*
RockQualityDesiln~tion Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Maryland N
VISUAL SOIL DESCRIPTION D* Sample depth (Ft.)
5 10 ELEV.
STRATUM DEPTH 84.2' 35.0' I-
'37~o-I-
Finn tan silty fine SAND (SM).
I-moist l-79.2 40.0 10... 13 I--
41.0
- Very loose to loose light gray to I-tan silty fine SAND (SM). little
- 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 55.0 18 16--
55.5.
l-E~ori ng Tem;nated @ 55.5 Feet
~~-6-:89 I-t-
t-I-
~
f-
~
~
~
~
LAW ENGINEERING TEST BORING RECORD RE~IARKS FIGURE 2.6 -7L D
SR K
Nor CR/RQD
- 'enecntion in blows per.
loot (.unl D*1586)
Page 1 of I BORL~C NUMBER DE-11 DATE DRILLED 2-10-89 CR
- ~ CON NCo.ery; NX or ax desicnata bit size (A$TM D*2113; JOB NU)lBER S8-592 RQD* Rock Quality Delicn~tion Calvert Cliffs Nuclear Power Plant ISFSF Calvert County, Maryland N
VISUAL SOIL DESCRIPTION D
- Sample depth (F't.)
ELEV.
STRATUM DEPTH 123 0' 0 O*
10 SYMBOLS:
- s::J Undilturbed Sample
--~
-':.- Water le.el. time ordrillinc 100 -=:;:-Water leftl NX C Ca.ed depth or borinc 30 R
"'1 Lou orWater
_---r.._........~~
I:ILL - sampled as stiff ~rown fine
) ~
1.5
- r..~;andy clay, trace organics, damp
~
1.e 15 >~
1~ l-2.S l-I:ILl - sampled as brown to gray 12 18 1fine sand, damp
~
~
118.6
- 5. ( 18 81-
~ S.C I
24 8.0 9.e 14 8~
113.6 I--
~. -=- @ 11.5*, 2-13-39 12.t 14 St-
~
14.0*
FILL
~ sampled as very loose gray I-l08.S
~;ilty fine sand, moist
- 15. ~ 14 1~
~
10.0 17.0 I:'inn brown fine to medium clayey 18...
18.0 and 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
~
~
93.e 30.c 10
- 8
~
30.5 _
I~oring Terminated @ 30.5 Feet
~~-IO-a9 I-l-
~
as.e
~
I
LAW ENGINEERING TEST BORING RECORD ELEV.
STRATt1:\\,f DEPTH VISUAL SOIL DESCRIP"TtON 0
SR K
Nor RDtARKS 130.
- 0.0' CR/RQD t
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 10 120.9
- t. 0.0 15 7
11.0 0
....., 12' t 2-13-89 Firm gray silty fine SAND (SM).
13.0 trace shells. little organics.
4.0 18 13 damp 115.9 15.0 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 7.0 18...
"'0 2-13-89 coarse SAND (SP), damp
~..
0.0 12 "0
-'~oring Terminate to.,
4~-IO-89 FIGURE 2.S-7M
- Penetration in blows per loot (AS"DI ]).1516)
Page 1 of 1 BORING NUMBER DE-12 DATE DRILLED 2-10-89 CR.
- ~ CON nco..ry; NX or 3X dni,natu bit size (ASTM D*2113j JOB NUMBER 88-692 aQD. Rock Quality Desi,ution Calvert Cl iffs Nuclear Power Plant ISFSF Calvert County, Maryland N
D
- Sample depth (Ft.)
10 SYMBOLS:
Undisturbed Sample
-.:- Waler....I. time ordrillinl 100 -=;:="Water le..1 NX C ea**d depth of borinc 30 R
~
Lou 01 Wat.r
-......._..................