ML071700784
ML071700784 | |
Person / Time | |
---|---|
Site: | Vogtle, 05200011 ![]() |
Issue date: | 03/31/1985 |
From: | Georgia Power Co |
To: | Office of New Reactors |
References | |
+reviewedcja, AR-07-0924 | |
Download: ML071700784 (52) | |
Text
SHEET 2 OF 5 _
PROJECT Alvin W. Vogtle Site _
HOLE NO 301 NOTES SAMPLE DATA ON WATER TABLE ! CLASSIFICATION AN 0 LEVELSt*WATER RE-et e Q In
!;.J e *
% 0 PHYSICAL CONDITION.
TURN, CHA~ACTER OF DRILLING, ETC. . a~i*
c plit : .- ...
poon 2" '., ,,' Dense, tan, medium, trace 8' " :.,
- . silt.
I' ,.'
187 40 ...-.
helby 3" **:* ::'...
...:.. .' 4 Medium to fine *
, " I
.' I,
- plit poon 2" 4 13 45 .. : .
.* I' 5 Compact, sil ty ,
". I
'. I I
. )77 50 Tan, medium to fine, 3" 30' 28' clayey, plit 7 55 ...* ..
- *
- efl poon 2" 16 8' Firm, only trace silt,
, , .' ' 6
)b7 60 helb 3" 0' .28' D White to tan, clayey, 6 medium to fine, plit 65
- I .I'::
poon 2" 8'
... ',: 7 Dense, whd t e , medium to fine, grading coarser.
J57 70 ..... :.
'.I. I,.
helb *3" o'n" , .',
I ** ',
Finer.
" 3" 0'30 *.. I t : :-.-
75 ,', ~.: 8 7-7/8" 301 Hoi. Sizt - - - - - - - - HOle No - - - - - -
Sit, Unit 11, Emergency Water
\
SHEET 3 OF 5 PROJECT Alvin W. Vo~tle Site HOLE NO 301 _
NOTES SAMPLE DATA z ON WATER TABLE 0 :t
~ 8.; III >-
It 5
~ CI e CLASSIFICATION AN 0 LEVELS, WATER RE- u e~ ..,>
L oJ ..J W :0 z .~ 1&1 PHYSICAL CONDITION.
TURN 1 CHARACTER OF .z. e
~ 0
~i ie u... ..J Q
DRILLING, ETC. a c,* Ii' It t
c' p1it 6 poon 2!' 11 8' Tan, silty, clayey, fine.
1~7 80 C' helb 3" 4' 22' White, medium to fine.
85 p1it 6 9 poon 2" 11 8' Lost all water 87.0'-91.0' SHELLS at 87'.
Set 6" casing to 90' * '37 90 I
91.0'-160.0' f"'T A"T.
~T ~
\.IJ..u'\J. * .LJ.a~u.,
gray, silty, calcareous.
itch r "
4 0' 30' 95
" " 0'30' 12.7 100 Greenish-gray.
c 105 III 110
" " 0' 26' Highly cemented, very har d ,
~race fine sand.
115 Hole Size 7-7 / 8" 7 / 8" 30~
HOle No ---.;;;..;;...;;;.;.--
Site Unl.t
- J!l
.. , 14'
~mergenl Water
SHEET 4 OF 5_
PROJECT Alvin W. Vogtle -Site HOLE NO -301 _
NOTES SAMPLE DATA ON WATER TABLE ! ...xA.
~
LEVELS, WATER RE-e oJ w ~; III Co>
ac
~u i=
~ "
0 CLASSIFICATION AN 0 we
.J Z III 8~
% 0 .J PHYSICAL CONDITION.
ic ...a:
0 TURN, CHARACTER OF ... en ti~
II,! Q DRILLING, ETC.
z a t
~
IU
~ c Pitc er 4' 23' l07 120 4"
Sam-e as above.
125 97 13 135
" " 0' 24' 87 140 Very hard, not cemented.
145
" " 0'27, *77150 Sandier.
155
. 5-7/8" Ho't Sizt - - - - - - - - - - HOle No _...,;;:;3.....
0.-,1 _
Sit. Unit 111, Emergency Water
-.. . .._. - --~
SHEET 5 OF 5 _
It Alvin W. Vogtle Site PROJECT HOLE NO 301
-.. ~
..:' NOTES ON WATER TABLE !
SAMPLE DATA z
0 %
LEVELS)WATER . RE - <<t; 0..J oCr) e * ""Uz at 1M 5 t-CL "0 CLASSIFICATION AN D
..J W : 0 > ILl e
..I PHYSICAL CONDITION.
TURN, CHARACTER OF ~~ ~ 0 8 ~
.. VJ ~i ~c 0
U
.J a
- III III DRILLING', ETC. ~ C II:
'C 160.0' -161.3' SA..'lD Pitc er 8' 12' b7 60 4"
\ Grouted through top of clay. Bottom of Hole 161.3*
(
\,
Hoi. 5i z. 5-7/8"
_...-.....~;;;..-.--- HOle No 301
-~~--
Sit. Unit 1'1 2 Emerger
BECHTEL SHEET --L Of--L GEOLOGIC LOG Of DR"ILL HOLE HOLE NO. 3Q5 PROJECT Alvin w. Vogtle Site ANGLE FROM HORIZ 90° BEARING -
LOCATION N 1,142,R70 E 622,505 8EGUN 5-13-72 COMPLETED 5-16-72 QVERBur.DEN 0' DEPTH DRILLED INTO ROCK 161 ' TOTAL DEPTH OF HOLE _1_6_1_'_ _
ELEV. WATER TAILE NO. CORE BOXES NO. SAMPLES TAKEN ---.;2::..",;;:8~ _ _
CORE RECOVERY (%> FEET MODEL & MAKE OF DRILL Acker Hark II GROUND ELEV. 2 ~ 7.7 HOLE LOGGED BY Norm Thiel DRilLER LETCO-Harris NOTES SAMPLE DATA ON WATER TABLE z e
Z 0 X t= oct) 1&1 >- ;:: C)
CLASSIFICATION AND LEVELS, WATER RE- u a: t o-'
o~
c -' -'1&1 xo z 1&1 ~
TURN, CHARACTER OF a:
t- 0 0 e N t-..J c > ~ ~ PHYSICAL CONDITION o -
t-en I&Im >
0 0
U -'
~
DRILLING, ETC.
'AI SAMPLE 1
~, 1&1 1&1 C a::
c:
CL
-** '22.g
-: : .. 0'-51' SAND: Firm,
_..** : .: : :. bro~edium reddish-
--* to fine,
-- ....* :: . :~
silty *
":Split 4 5-:::** 1
-Spoon 2" 18' 110" ..... .... -
T3
- .. [JD
- Shelb~ ... ::~
3" 17'17" - .... 1 As above.
I * ..
21B 10- '.
- .' .. ~
I t
L
"':Split 8 Less silty.
- Spoon 2"
~ 32 18'10" 15-::*...
2
~
- .uo
-*- : She1b lY 3" 18' 18'* * ... .~
20f
.... 2 20-:**.:
~
- Split ......
1 9 ~
- Spoor 2! 36 lA' Zs-: ...
- 3
- **** 1--
-*- -roo
.~.:..:.
- o.
0°0
- Shell: y 3"
- e.o:tm Tan to brown, sil ty, f:i..ne
_00° 0 " -
.00 to coarse, well graded.
3~c:,O.OCl 3
- 0 0 Gal--
.* 0* 0170
-.. * ,,':0
- Spli1 b **
Light brown, dense,
- SPOOl 2" . : e***
35 * *** e. ~
4 trace silt.
Hole Size 5/8" ___ Hole No. 305 Aux, Bldg
SHEET 2 OF 5
'ROJ ECT Alvin Til. Vogtle Site HOLE NO 305 t DATA NOTES SAMPLE z %
WATE R TABLE >- 0 Q CI) 1&1 ac 5> ~
"-' CLASSIFICATION AND VELS, WATER RE-o~ ~ 0 c -'
Co)
IU
~ 0 8-' ~ % 0 Z PHYSICAL CONDITION.
tii 0 Q
- URN, CHARACTER OF ",0
~ en ~c acu....
1&1 Z ... a * .....J
)RILLING, ETC. t e
- e.'
- Shel 3" 24 '0 IS8 40 Ye Ll.owLsh - tan, Me di urn to fine, very c Lay ev ,
" " 30 '27 '
Spli 9 45 Less clayey.
Spoo 2" 16 18 '18 '
Shel. 3" 30 '27 ' 178 .so 5l.()'-60.()' CLAY: ':'an to yellow, weathered, silty,
"'. 11 I
trace sand, sand lenses.
H Snli Spoo 18 '18 ' 55 Shelb 3" 24 '24 ' /7tl 60 --.j~(..,lIl 60.0'-77.0' S&~D: Verv dense
_ _ J white to yellow, clayey, medium.
Spli 1 8 Spoo 2" 65 18 '14 ' 65 Shel 3" 8" a Tan, medium to fine, trace
/61 70 of silt.
r 30 '14 '
4" .....
I 9 ..
e** :
2" 16 18 ~1~ , ,':'.; 8 Yellow sand lenses
- 75 '. ,
)1. Sizt - - - - - - - - 305 HOle No - - - -_ _
Sit. Aux. Bldg.
3 Alvin w. Vogtle .si te t
PROJECT HOLE NO 3ns NOTES SAMPLE DATA z %
ON WATER TABLE ! e "* w >-
IE 0
i= t-
" CLASSIFICATION AN 0 LEVELS, WATER RE- c u ~ 0
~ -' z
-' W ::t 0
~ > III .J PHYSICAL CONDITION.
8 !c K 0 Q r
III TURN, CHARACTER OF ~ 0 ~ ~i U l- t- en 2 , III .....J t
DRILLING, ETC. c ~
Set 6" casing 77.0'-156.0' CLAY: Yellow, to 77'. silty, some thin sand layers.
1St 80 he1b 3" 24'24 6 85 2" 4 18' 8" At 89 ' ; Lime mudstone 3" 2" 2" and lime and sand matrix.
/Jlf 90 I,~
r 4"
30' 30 Greenish-gray clay, cal-careous, silty, firm.
L 95 13~ 100
" " 0' 30' Some small shell f r agme rrt.s 105
" 5' 15' /Z! 11 Very hard, limestone, g r a-115 7-S/R" 5/8*' 305 Holt Sizt Hole No - - - - - -
Site Aux. Bldg.
- SHEET 4 OF 5_
PROJECT Alvin w. Vo g t Le Site HOLE NO 305 NOTES SAMPLE DATA z
J WATER TABLE ~ 0 %
'zu"
)-
LEVELS) WATER RE- ; ..oJ Q crt o
- II: ~
c ~ 0 CLASSIFICATION AN 0
<< ~ > III 0
g
..oJ "'" : 0 c
.J PHYSICAL CONDITION.
'" 2t;i, TURN, CHARACTER OF ~ 0
~e II:...U to- 0 1&1 DRILLING, ETC.
~ I- .... ..oJ 1&1 t c itc 18 '13' J J~ 120 Occasional thin (2"-3")
r 4" .
clayey sand layers with shell fragments.
12
" " 3D '26' )oY Hard nodules.
135
" " 30 '29' ,~ 140 Slightly sandy, some nodules.
145
" " 30' 30' IS 15 155 HOlt Si z. -----.....-----
5-5/8" Hole No 305
-.-.;;~----
S itt Awe. 'Bldg.
SHEET 5 OF 5 __
PROJECT Alvin w. Vogtle Si te HOLE NO 305 NOTES SAMPLE DATA ON WATER TABLE ..., >-a: ~
CLASSIFICATION AN 0
~ 0" 5
.8 LEVELS, WATER RE- e
- u
~..,u >
- ..J c 0
..J W % 0 Z PHYSICAL CONDITION.
TURN 1 CHARACTER OF ~
...0 N
en t;i ~c III
..J DRILLING, -ETC.
~ a I K
~ I:
--- -:~
. .. 156.0'-161.0' S~lD: Light
- -- -- ...- gray, fine, trace of silt.
- -- . ~
-=lPitch~r 24 '12' 78 16" - * : :: T'fTI
,\~ * *
- I U L I
- 4" - : .:: 19 Grouted up
-- --- Bottom of Hole 161' through clay.
L
--- ~
5-5/8" 305 HOlt Sizt - ......- -.........- - - - HOlt No - - - - - - -
Site Aux. Bldg.
BEC.HTE L SHEET -L- Of --!:-
GEOLOGIC LOG Of DRILL HOLE HOLfNO. 30B PROJECT Alvin W. Vogtle Site ANGLE FROM HORIZ 90 0 BEARING _
LOCATION N 1,J43.106 E 622, 74 0 BEGUN 5-10-72 COMPLETED 5-l2-iz OVERBURDEN 0 t DEPTH DRI LLED INTO ROCK -.151' 4" TOTAL DEPTH OF HOLE 151.3' ELEV. WATER TABLE NO. CORE BOXES NO. SAMPLES TAKEN _ . _2_4 _
CORE RECOVERY <%> FEET MODEL & MAKE OF DRILL Acker Mark II GROUND ELEV
- 225". , HOLE LOGGED BY Norm Thiel DRILLU LETCO-Harris NOTES SAMPLE DATA ON WATER TABLE z z 0
0 aWl III )-
t CLASSIFICATION AND LEVELS, WATER RE- ~ U G:
O~ C C ... ... 1iI zO Z IaJ
> ! PHYSICAL CONDITION TURN, CHARACTER OF
...8 ON C ~
~ o -WI WCD > 0 U
~ ... Q tal DRILLING, ETC. 2. c 1&1 1&1 C G:
CL OZ2b
- . 0'-76.0'~: Red, loose,
.. :: silty, fine.
2-3-4 2" 7 lR' I
3" 24' 24' Z H. 1 ~edium to fine.
~ .
L..
1 As above.
2" 18' Tan, fine, clayey, with 3" 24'24' 20E, 2 thin black streaks.
1 3 Brown, dense, medium to 2" 46 *1 8' fine.
3" 24' 21' 196 Becomes finer.
2 2" 22 lR' Hoi. Siz. 7-7 /8~' _ Hoi. No. 308 Site Diesel Gen. Bldg.
SHEET 2 OF 4 _
ROJECT AI vin ~,J. Vogtle Site t
HOLE NO 308 NOTES SAMPLE DATA
~ z WATER TABLE >-
£VELS) WATER RE- c ~ ~ iii a"
o * '"uZ CI:
~
5> ~
CL III "0 CLASSIFICATION AND I!
'URN, CHARACTER OF ",e ..8 ~en ~~
0
%0 0 ILl Q
~
PHYSICAL CONDITION-,
z a * ~ u III
~
ILl
)RfLLING, ETC. t c 4 CI:
'.' *
- U
~.'
She1b
~
~fuite to tan, medium, 3" 21 '21 ' I Bb 40 '
- .:: 4 trace silt, no clay.
Spli Spoo 2" 1 5 44 1R' 45
- ', *. 5 As above *
- U Shelb 3" 18 '17' 176 50
- '.:.,:':.' 5 Finer.
I. ,
I *.....:..,
- '.A. , White, clayey, medium to Spli 55 fine, large amount of Spoo shells (calcareous),
Shelb 3" 23 '21' 166 60 Shells, clayey, hard.
(-Tater loss 100%.
~~ite, firm, clayey, plit 2 ft 8 65 medium to fine.
poon 8' he1b 3" -Z4 -'O" t;b 70
" " 24 0" I
75 101. Si z. ------------
7-7/8" 308 HOle No - - - - - -
Diesel Gen. Bldg.
S it, - - - - _
SHEET _...-..-_
- 3 OF 4 PROJECT Alvin W. Vogtle Site HOLE NO 308 NOTES SAMPLE DATA ON WATER TABLE LEVELS, WATER RE- c ..,J au 8; ...u z
~
K I...u 5
..z
~
0 CLASSIFICATION AN 0
.. e
~ XO ~ -'
~ 0 8~ PHYSICAL CONDITION.
TURN, CHARACTER OF z .. V) tii a * ~4 ..J 0
DRILLING, ETC. r c K III Shelb 3 12 ' 4" SHELLS 141:, 80
- olit 2 -41~ 4 1'00 2" 95 18' I 83.0'-147.0'~: Very har ci ,
gray-green, silty, cal-85 careous
- I Set 6 ft casing itch r 28 '26 '13' 90 to 89'. 4" l
95
" " 28 '24' '2" InO Occasional shell fragmen ts 105
" " 28 26 ,lIb 110 Trace fine sand.
115 Holt Sizt 7-7/8" 7/8" HOle No 308 S ite Diesel Gen. B 1 d
SHEET 4 OF 4 oqOJECT Alvin W. Vogtle Site HOLE NO 308 NOTES SAMPLE DATA z ON WATER TABLE ! 8; III
~
0 %
I- 0 CLASSIFICATION AN D LEVELS, WATER RE- ~ .J U z
~
~
~ CL 0
.J &AI : 0 > ILl .J PHYSICAL CONDITION.
8
!c c
~ 0 ti': ""
~ 0 TURN, CHARACTER OF '"
Z 0~ I- en u III
.J DRILLING, ETC. r 2. ' III c E Pitc_er 28 '28! 10" 12 4" As above.
125
" " t8 '24' 9b 135
" " 28 '14' 8' Very hard, cemented.
145 147 .0' -151.3' sA.'ID: Dark
... gray, silty, medium to
... . fine, calcareous .
7{, ::. *UD
" " 28 12 ' 150 : :: : 16 rut ed up Bottom of Hole 151.3' t rrro ugh clay.
5-7/8" 308 HOlt Sizt - - - - - - - HOle No - - - - - _
C; i t . !)i e s e 1 Gen . BId g
- BEC HTEL SHEEl-.2:- Of ..2..-
GEOLOGIC LOG OF DRILL HOLE HOLE NO. 309 PROJECT LOCATION Alvin r-l. Vogt1e Site N 1,143,120 E 622,j35 ANGLE FROM HORIZ BEGUN 5-9-72 90 0 IEARING COMPLETED 5-13-72 OVERIURDEN 0' DEPTH DRILLED INTO ROCK 161 '6" TOTAL DEPTH OF HOLf 161.5:'
ELEV. WATER TABLE NO. COlE BOXES NO. SAMPLES TAKEN __..,;;2;;;",0,7 _
CORe RECOVERY <%> FEET MODEL & MAKE OF DRI LL _ _CME_-......5-=-5~~~ _
GROUND ELEV. 231."2. HOLE LOGGED BY Norm Thiel DRILLER LETCO-Ross NOTES SAMPLE DATA ON WATER TABLE z z 0
LEVELS, WATER RE-0 t=: 0'"
'"Zu . >-
cr: ;: CLASSIFICATION AND c -J o~ ~
LLI PHYSICAL CONDITION
. ...~
~
0 o N
~
XO >
TURN, CHARACTER OF. ~ C
... o - >
~ 0 ~-J 0
~ ." LLlCD 0 U
~
DRllLI NG, ETC.
IU I
~ C LLI c: a::
- SAMPLE
~
Q.
23r *. * *
- 0 ' - 35.5 SAND: Fi rm ,
.. ::. d i1 ty , f*a.ne .
re ,S
-** Split
- .. Spoon. 2 -.......
5 **...
2"
~
10 18~ * :. 1
~
At 10' , 1st Shelby.: .. I
- tube left in hole ... Shel by 3" 24' 23"
- 1--
~1oved 3' east and
- .. :un ' As above.
began again.
-* 221 10"':' :: : J.
I ....
-.. Sp1i~
Spoop 2" 8 1 19 18'
- ' *. 2 15-_.... ~ .. As above .
- *** I
. . . . . . I---
.. Shel by 3" 28' 14*" *......*:::tJD Tan.
-... 2" 20
- 2
-. I'
~
~
Split
-* Spoc rn
~ 1
- :: 3 Red.
2" 21 IS' 25-: '
~
-*.. Shell: ~ 3" 24' 14' 20r 30"':: :: : un
"::*:1 Tat" to red.
'1
.~
I *.*. ....
35 . : : : : -
Hole Size 8-1/2" _ Hole No. 309 Site Control Bldg., Uni ts ~ &
SHEET 2 OF 5 _
PROJECT Alvin ~. ...:...;..- Site Vogtle _
HOLE NO 209 NOTES SAMPLE DATA z e
ON WATE R TABLE g LEVELS, WATER RE- 5> CLASSIFICATION AN 0 PHYSICAL CONDITION.
TURN, CHARACTER OF .... -I
-I DRILLING, ETC. '" SAMPL
-plit 8 35.5' -47.0' CLAY: Silty, poon 2" 18 sandy, red to purple to vel.Low-b rown , mo t t l.ed ;
helb ., 3" 36 0"
)~ J 0 itch r 36 '0 Ye LLow , sandy.
4"
" " 30 '15 ' 5 47.0'-79.0' SA:.~ : Ye Ll.ow ,
plit poon 2" 7 1 19 ... ...*,
- ::: 5
~..rhi te, tan, firm, medium to fine.
hel~ 3" 2:[15 I 151 0 -.....' " UD
- .: ': 7 plit 8 5 5
POQ 2" 8' White, clayey. -
3" 8" 0" 171 0 r 28 '0" As above.
4" 65
" " 36 ' 8" 36 36 ' '" I 70 As above, gray.
75 Holt ~-1/2" Sizt _ ...............oiiiiii-- _ 309 Hole No - - - - - -
Site Control Bldg.
Units 3 & 4
SHEET 3 OF 5 PROJECT
- Alvin ~.J. Vogt1e Site HOLE. NO 309 NOTES ON WATER TABLE LEVELS, WATER RE- ; -'
SAMPLE
,.j w 8;
DATA
.., )-~
u z ~0 5
5 z
CL 0
CLASSIFICATION AND
- 0 > IU ..J PHYSICAL CONDITION .
8 i t;i .., ......
~ 0 ~ 11.I Q TURN, CHARACTER OF "" u z ...
0 ... en a c, c a::
DRILLING,. ETC. r plit poon 2!'
...- 79.0'-91.0' SAND & SHELLS:
itch r 4' 14' 15' I 80 :
- e*
- Sand, gray to ' whi te ,shell 4
ft
- ".":0 12 fragments, possible lime-
"" *.0'
- stone lenses.
- Da
.s<<
." 1)**
- ~*o
- o~,~
Attempted split *~rfo 85 *o*A**
spoon at 85' , 50 c,.~~
. d blows for 0 inches. ~.~~
~fc;**
'C*
t'...:
Water loss 1no% O'A
- o<l' *
- Q:Q:~:
It
,~,
90 ...
91.0-158.0' CLAY: Hard, gray,
~
O~**
t silty, calcareous.
~
" " 30' 28' 95
" " 8' 2R' '3' IOO Very hard, cemented.
105
" " 0'30' \21 110 Trace medium to fine sand and shell fragments.
R-l/2" 309 Holt Size - - - - - - - HOle No --......;:;"...,;"",,;;;,,---
Sit A Con t tQ 1 BId g
- 4 PROJECT Alvin lal
- Vogtle Site HOLE NO 309 NOTES SAMPLE DATA z ON WATER TABLE ! 0 %
. c 5> t- e CLASSIFICATION AN 0
~
~ III II:
LEVELS t WATER RE- e
- u Go C
- .oJ .oJ 1&.1
- e z ~ IU e
a: 0 8
.J e PHYSICAL CONDITION .
TURN, CHARACTER OF ~ t-
~ t;': 0
~c ...u 1&1
.J z (It DRILLING, ETC . ~
2
- c II:
itch r 24 2f')' J It l2()
Highly cemented, limestone 4" or siltstone.
125 101
" " 30'10 Sandy.
No sand.
" " 30 29 14 81 15
" " 30'26 HOlt 8-1/2" Sizt -...;;....~----- 309 HOle No - - - - - -
Site Control Bldg.
Units 3 & 4
SHEET 5 OF 5 -
Alvin W. Vogtle Site HOLE NO 309 _
NOTES SAMPLE DATA ON WATER TABLE a. CLASSIFICATION AN 0 LEVELS, WATER RE- ILl Q PHYSICAL CONDITION.
TURN, CHARACTER OF DRILLING, ETC.
--- =~
-- -=~
158 .0 ' -161 . 5' S~~D : S i1 ty ,
-~;..l~~
-::: : greenish-gray, coarse to
- -- Pitciler4"
~
30'~21 71 tI.60-=* ::un fine -.
- 20
- 00
-*.0.
_0.00 Bottom of Hole at 161.5' Grouted up through clay.
L --- --
R-1/2" 309 Holt Siz. -..;.;..~~---- HOle No - - - - - - -
Site Control Bldg
- TTn;t~ 1 & 4
BEC.HTEL SHEET OF-.:?-.
GEOLOGIC LOG Of DRILL HOLE HOLE NO. 313 PROJECT Alvin TN * . Vogtle Site ANGLE FROM HORIZ 90° BEARING I LOCATION OVERBURDEN 0' N 1,143,274 E 622,790 DEPTH DRILLED INTO ROCK 161 '6" BEGUN 5-12-72 COMPLETED 5-16-72 TOTAL DePTH OF HOLE 161.5' ELEV. WATER TABLE NO. CORE BOXES NO. SAMPLES TAkEN _2_5 _
CORe RECOVERY (%) FEET MODEL & MAKE OF DRILL Acker Mark II GROUND ELEV
- 2. 2. 4. 9 HOLE LOGGED BY J. Guida DRI LLEI LETCO-~1e1 vin NOTES SAMPLE DATA ON WATER TABLE z z o 0 LEVELS, WATER RE- 0 0
""cz u
> ;: ~
t CLASSIFICATION AND
~ O~ ~
c TURN, CHARACTER OF ~
I- 0
-oJ 0
-IW o N o -
... 0
~o 1--1 wID > "">
0 u
~
~
! PHYSICAL CONDITION
~ ~ 0 w ORI LLI NG, ETC. 2.
"" I C a:
1&1 c SAMPLE CL
'225'"
.. . 0'-73.0' SAND: Red-brown,
' loose, silty
- 2-2-~
-=Sp1it ,~
.Spoor 2" 6 18' 9" 5- .'
.' . . 1
- ~
- Sheley 3" 24' 18' -'.' .... .:~ "
- .. :: :. : ~D
-* 2 IS- 10- ,'~
.. " 1 I -* _....
-=* Split -: . : :
5~10-1~ c:. - *
,I--
.. Spoor 1>0-:: .* 2 2' 27 18 '14' Brown, slightly clayey.
"., I--
. . . . . . 1---
.. Shell' y 3" :::::~
-** 205 20.-:' .' Lz
...: Sp1i E~12-1lS 2s..:::: * " .~
... ... 3
- SPOOl 2" 27 18 'lOU Light brown, coarser .
- : : :,: I - -
-::~
- Shel'ty 3" ..' .- .., . 3
- " [JD
' Finer, mottled *
-. 24 '20 *
/95' 30...:* ' .. I - -
.-* 35 .:::: I - -
Hole Size 7-5/8"
...... _ Hoi. No. 313 S'te Unit t,E3 - Turbine Bldg
Alvin w. SHEET 2 OF 5 Vogtle Site tROJECT HOLE NO 313 NOTES SAMPLE DAtA o*
z ON WATE R TABLE ~ > 0 %
LEVELS, WATER RE- ; ..J au C." III U
Ck 5..,> ~
Q. "o CLASSIFICATION AN D
..J 8
% 0 ti Z
~ III PHYSICAL CONDITION.
~c K..,U
~ 0 !:! c
..J TURN, CHARACTER OF .. en DRILLING, ETC.
Z ~ 0 a , ..J
~ c plit 6-7-.
-r r. :
poon 2" 8' 14 .... Tan, silty, dense, medium.
- * :: 'UD Loss silty.
helb 3" 24! 18' 185" 40 *: :: 4 plit - 45
.'*. *... 5 poon 2" 39 Becomes rather clean.
.. D
- . ** .. 5 Lost sa~le lIDS.
helb 3" 4~ 15' Recovered 15" on second hole. 175 50 ** ..
" 3" 4' 15' 55 itch r 2' 6" 4" ....
.... White, with shells and J6S- 60 clay.
p1it 1 poon 2' 8' 65 ' 6 Mottled "-1hi te & green with I
. shell fragments.
itch r 0' 7" 1~5' 70 *.
4" 73.0'-87.0' SHELLS: White, calcareous, mottled with silty clay and sand.
75 Holt 7-5/8" Sizt -.-...,;......~--- 313 Hole No - - - - - -
Sit, Unit /13 - Turbine Bldg.
SHEET 3 OF 5 __
PROJECT Alvin l.J'. Vogtle Site HOLE NO 313 NOTES SAMPLE DATA ON WATE R TABLE LEVELS., WATER RE- 8; w u
a:
~
=
~
G- "e CLASSIFICATION AN D
-' W 8
% 0 Z
~ > III c
.J PHYSICAL CONDITION.
~4 ..,IEu 1&1 TURN, CHARACTER OF DRILLING, ETC.
.. en ~i a
- c lOr) Very hard.
2" I1T"" 10' 5"
" " 150 12' 0" /45'" 80 0" As above.
At 85', hole " " 85 caved. Lost 10' of rod and 87.0'-159.0' CLAY: Grayish-the tri-cone bit. green, silty, calcareous, Moved 3' west and inorganic, hard, l~v drilled new hole. plasticity.
Set 6-' cas Lng to itch r " 30 22 13~
4 90 87' .
I r
95
" " 30 27 /2. 5' 100 As above.
Very hard from 101' to M
103 . 5 ' . Limestone or siltstone.
105 I/b 110 As above.
" " lTD 10 I 115 7-5/8" - 4" Hole No _3_1_3'--- _
Hot. Sizl - - - - - - -
Site lTpj t if3 - Turbine Bl d~
SHEET _4_ _ OF 5 I'ROJECT Alvin ~,J. Vogt1e Site HOLE NO 313 NOTES SAMPLE DATA z :
ON WATEoR TABLE ! c ~
o *
...u >-
a:
0 5..,> ..,
~ ~ CLASSIFICATION AN D LEVELS, WATER RE- ~ ..J .J &U : 0 z ~
A. 0
~ 0 8 ~ 0 c
..I PHYSICAL CONDITION .
TURN, CHARACTER OF DRILLING, ETC.
w Z
0
... ... CI) ti~
a c
I
~<< U au a:
..J
~
Pitc r 3() '25' lOS' 12 4" Limestone fragments.
125
" " 30 '18' Some fine sand.
135
" " 30 '15' es 140 As above.
145 fJ
" 0'25 As above.
155 4" 313 Holl Sizi - - - - - - - HOle No - - - - - -
Site Unit /13 - Turbine Bldg.
SHEET 5 OF 5 t PROJECT Alvin W. Vogtle Site HOLE NO 313 _
NOTES SAMPLE DATA 5
I ..
ON WATE R TABLE 8; Ii'
~
C!'
~
~
"....e CLASSIFICATION AN 0 v A.
LEVELS, WATER RE- -J au %0 z ~ > IIU PHYSICAL CONDITION.
TURN 1 CHARACTER OF
~ 0 w 0 8 ....
t- Vi tii Ie 0
u w ..,
Ii' a Z l- a DRILLING, ETC. r I
It c
-- -Pitch~r 4" 30' lR' b5 Grouted rhrough
--- --- Bottom of Hole at 161.5'.
top of clay.
I L
4" HOle No 313 Holt Size - - - - - - - -
Site U * "
nlt .. 3 - Turbine Bld .:
BEC.HTE L SHEET -l.. OF 2.-
GEOLOGIC LOG Of DRILL HOLE HOLE NO. 314 vI. Vogtle ~i te 0
PROJECT Alvin ANGLE FROM HOIIZ 90 BEARI NG LOCATION N" 43 335 E 622 494 BEGUN 5-9-72 COMPLETED 5-12-72 OVERBURDEN Ql DEPTH DRiLLED INTO ROCK 163 '6" TOTAL DEPTH Of HOLE 160.5*
ELEV. WATER TAlLE NO. CORE BOXES NO. SAMPLES TAKEN 2ioiiiiiii11 CORE RECOVERY (%) FEET MODEL & MAKE OF DRILL Acker ~ark II GROUND ElEV. 229*5' HOLE LOGGED BY J. Guida DRILLER LETCO-Alexander NOTES SAMPLE DATA ON WATER TABLE z z 0
0 011) \AI >- i=
% 0 CLASSIFICATION AND LEVELS, WATER RE- ~ o~ u a: t 0 PHYSICAL CONDITION
.J ~
Z 4( .J &&J o :1:0
~
a: :>
~
TURN, CHARACTER OF ~
0 0
N o en
- ~-'
&&JCD c(
- > 0 ~
..J 0 U
~ ~
DRt LLI NG, ETC.
~
2: &&J c(
a:
I
~
A.
c:
SAMPLE 230
- ..** .. 0'-63.0' SA..~D : Red'-b rown ,
medium, slightly silty, moist.
Sp1 3 5 Spo 2" 10 1R' 16"
- ..*. 1
- .** .. un She y 3" * .*.*. 1 16 "
1~'
220 10 Sp1*t 9-10 , 15 Spo 2" 19 18' 15' Slightly clayey, brown.
She y 3" 18'14' 210 20 Spl t 3 Spo 2 It 11 1 R' 17' 2 Occasional clay seams.
At 28' dronped 4" wrench in hole. She y 3" 24 19' 200 3..
~{oved- 3' east and be~an a~ain.
Light tan, clayey, dense, I 35 silty.
Hole Size 7-5/8"
~ _ Hole No. 31.4 Site Unit #3 - Turbine Bldg
SHEET 2 OF 5
- Alvin ROJECT _ _....;;.",;;;;~ _W. Vogtle Site HOLE NO 314 NOTES SAMPLE DATA ON WATE R TABLE t,
IE CLASSIFICATION AN 0
~
III CIt LEVELS, WATER RE- ... au u
z Q.
..,~u III TURN, CHARACTER OF ",e
~
z c 8 ~
... '" ~i a * ~
Q PHYSICAL CONDITION.
DRILLING, ETC. r c c CIt plit J)oon 2" Very clayey, with very fine ~and, tan, silty.
helb 3" 24 22' 190 4 plit 6 0 45
- '... 5 Less silty.
poon 2" 16 18 '18 '
Clayey.
he1b 3" 24 16 . 180 50 p1it 1 3 55 .:. : 6 Slightly silty, dense .
poon 2' 8'10
'Ll' .
" Coarse to medium.
itch r 4'15 170 60 Brown, fine to medium.
4" 63.0'-97.0' SHELLS: White,.
calcareous, very dense, p1it clayey.
poon 65 8' 15 160 70 75 Holt 7-5/8"- - - - -
Sizt ---.........- 314 HOle No - - - - - -
Site Unit #3 Turbine
3 PROJECT Alvin 1.\1. Vogtle Site HOLE NO 314 NOTES SAMPLE' DATA z0 o*
ON WATER TABLE >
~ au 5 "...I CLASSIFICATION AN D
~
Qeft I¥ ~ 0 LEVELS 1 WATER RE- ~ U au
..J ..J 8
W % 0 Z
~u > PHYSICAL CONDITION.
!c 0
~ . t;...I
~ Q TURN, CHARACTER OF ... 0 en m &AI
.J
~ ~ ~
a
- III a: IU DRILLING, ETC. t c 1.Ja ter loss l()O~~
150 - Rf1 R5 Shells, white, calcareous, 140 90 8 p1it very dense, clay binder.
It poon 2" 100 9"
9" 9" l...
95 Set 6" casing 97.0'-159.0' CLAY: Greenish-to 97'. gray, mottled, hard, silty :
calcareous, inorganic, low
,130 l()() plasticity.
11
" IOn 2'12 12" Limestone fragments.
Sample tTD7, Pitc er n'22,lZO cutting edge of 4" tube buckled.
I
. 7-5/8" 5/8" 314 Hole Size - - - - - - -............. HOlt No --~.;;;.....;.-
Sit, Unit !f3 Turbine
SHEET_4_ _ 0F .s Alvin W. Vogt1e Site HOLE NO 314 NOTES SAMPLE DATA 5 :
ON WATER TABLE LEVELS. WATER RE- 8; 111
- > . ~
CI CLASSIFICATION AN 0 e~
u &. 0 z
~u =
-' au %0 > III .J PHYSICAL CONDITION.
TURN, CHARACTER OF DRILLING, .ETC.
~i a I I 4
III It III til c
c Hard limestone portions up r 30 21 110 to 6" - 8" across.
4" As above.
" " 24' 6" roo 13
" " 0'30 90 Some fine sand.
" " Of 3() 80 As above.
5-5/8" 314 Holt Sizl - - - - - - - HOle No - .............."'""'"---_ _
Sit, Unit !,f3 - Turbine
SHEET 5 OF 5 _
PROJECT Alvin 1-1. Vogtle Site HOLE NO 314 _
NOTES SAMPLE DATA
~ %
ON WATE R TABLE ! 8; '"z U IE 5
~
~ "-'0 CLASSIFICATION AN 0 LEVELS, WATER RE- ~ .J .J W :0
~ > 1&1 c PHYSICAL CONDITION .
TURN, CHARACTER OF ~~t-a:: 0 0 8 ~ ti ~c u III
.J t- CI')
a
- III DRILLING, ETC. t c IE 159.0 '-160.5' SA-l\fD: Greenish-30 '15 ' 70 16() black, silty, dense.
Grouted up through Bottom of Hole 160.5' to~ of clay.
I L
5-5/8" 314 Holt Size ----~~--- HOle No - - - - - -
S ite Unit #3 - Turbi
BEC,HTEL SHEET --L. Of GEOLOGIC LOa Of DRILL HOLE HOLE NO. 319 0
PROJECT Alvin W. Vogt1e Site ANGLE FROM HORIZ 90 IEARING t
LOCATION N 1.141,849 E 62'2,225 BEGUN 5-20-72 COMPLETED 5-23-72 OVERBURDEN 0' DEPTH DRILLED INTO ROCK 203' TOTAL DEPTH Of HOLE 203 '
ELEV. WATER TAlLE NO. COlE BOXES NO. SAMPLES TAKEN JL
~~---
CORe RECOVERY (%) FEET MODEL & MAKE OF DRILL Failing 1500 GROUND ELEV. 255.5' HOLE LOGGED BY Norm Thiel ORILLEI LETCO-Bo1ine (Girdler)
NOTES SAMPLE DATA ON WATER TABLE z z 0
0 oen &AJ >-
a: ClASSIFICATION AND LEVELS, WATER RE- ~ o~ u ~
PHYSICAL CONDITION Z 1&1 ~
4( ~ 1&1 a: 0 o %0
~
TURN I CHARACTER OF ~ 0 c( ~
~ ...
N ... ..J o... en
- 1&Ia:l >
0 0
U
~
DRI LLING, ETC. 2
- I l.LI c(
a:
1&1 Cl.
c SAMPLE
.. 256 . .... ,::' 0 '- 3 .0' SA.1W :
. Red-brown, silt~ *
.l.l-l' 3.0'-14.0' SILT: Firm, tan to
.r e d , - some clay and sand *
~~;;.
- Spli~
5 5 5"":
- Spoo n 2" 23 ....
18'~8" 1
-. ShelDY
... 3" 14' 14" 246 10-I -.
.. ... I- 14.0'-67.0' SAND: Firm, purpl~.
- Split
-- Spoon 2
2" 22 18'18" 15 ..' ...
- ** ,I-'-
to tan, silty, fine.
- . 2
_....... ~
-.. Shelpy 3" 30' 25" 236 20-::: .~
- .. ' :UD
.. : *** 2 As above *
- * *
- 1---
- . '.:.~
- ..... Spoon Spli t 2"
~-lO- 9 29 18' 18" 25-
- ****** 3 Firm, medium to fine, clea.n
-... ShelbY 3" -.. ....
- * : *** lID 16' 15' 226 30 ...... :
3
~
-I-
, Dense, trace, silt
- I . ::
.. ~
Ie' . '
- : .: 4 I .
.. 35 * :::
.. I.'
I 4
Hole Size 7-5/8" _ Hoi. No. _ _ 3_19 _
SHEET 2 OF 6 PROJECT Alvin W. Vogtle Site HOLE NO 319 NOTES IN SAMPLE DATA WATE R TABLE > ~ %
[.EVELS, WATER RE- ; .oJ .oJ au OW o *
% 0 u
Z CE
~
5> ~
~
III "0
.oJ CLASSIFICATION AND PHYSICAL CONDITION.
TURN, CHARACTER OF ~~
C 0 8 0 11.1 0 DRILLING, ETC .
0 !:!
.. en ~i, 2 ~c u III a:
kI
~ c Soli 1 .-IR- 5 ******4...: ...
Spoo 2" 43 19 'lR'
.-.-:e.
216 40 .......
- I **
Shelh .** :.' tr 3" 24 '15 '
- * -:: 4 "R..e d, medium to fine.
- I* *
- plit 4 45 poon 2" 18 '9 "
' ... * *5
.. Dense, silty.
206 50 ' ..
he1b 3" 24 '19 '
Trace clay.
~l
..* .. 6 5
olit 1 o .... Very dense, tan, medium noon 2" 54 18 4" ... ... to fine, silty .
196 ()
Trace clay.
helb 3° 15 14 plit Dense, light brown, clayey.
poon 2" 18' 2" 67 -84.5' CLAY: Yel101:.,7 to 0.0' tan, silty, trace sand.
lR6 itch r 36' 32 4"
Holt Sizl 7-5/8"
~~---
319 HOle No - - - - - -
Site Cooling Tower
SHEET .3 OF _
PROJECT _ _--&J:~:.ll.....,;~~~~~~
Alvin W. Vogtle Site _
HOLE NO 319 _
NOTES SAMPLE DATA 5 z
...u
- ON WATE R TABLE 8; ~
5 t-
" CLASSIFICATION AN 0
.z. e ....8 '"~ t; LEVELS, WATER RE- c .... ~ 0 TURN, CHARACTER OF
~ 0
% 0 Z
~ >
III c
-I PHYSICAL CONDITION .
to- '" a , ~<< <<uIII DRILLING, .ETC. r III c
Spli Very sandy.
Spoo 2" 176 80 Dense, sandy.
itc r 36 '13 '
4" 84.5'-99.0' SAND: Tan to Sp1i 85 yello'tY, silty, medium to
- .. : : 9 Spoo fine.
166 0 Clayey.
Ir : itch r 36 '36 '
~
4" plit 5-65 5 poon 2" 100 12 2" 99.0'-101.5' SHELL: Sandy.
156 100 101.5'-118.0' Sk~: Very itch r 36 31 dense, white, clayey, 4" with shell fragments.
10 plit 2 4 .
poon 2' 8' 10
..-.:UD Only trace clay, still shell fragments.
itch r 6' 24' ...*..:.. .~..11 4" -......-..
115 ....--......
7-5/8" 319 HOle No - - - -_ _
Site Cooling To'Wer
SHEET_4_ _ 0F 6 ROJECT -_..Q;:!:~~~..:...=:...l~~~:':"-
AlvinW. Vogt1e Site _
HOLE NO 319 NOTES SAMPLE DATA z ~.
ON WATE R TABLE o LEVELS, WATER RE- 5 CLASSIFICATION AN 0 au PHYSICAL CONDITION.
TURN, CHARACTER OF .J DRILLING, ETC.
Sp1i ** 0
- 0': ': 1 e.".:; .*
Spoo 00.
, '0 118.0'-125.0' SHELL: Highly 136 120 cemented limestone and shell, very hard.
'~ater loss 1()()% itch r 12 '10' Set 125' of 6" 4" 125 125.0'-131.0' Sk~D: Verv casing. clayey, tan, medium t~
fine.
126 13 131.0'-198.0' CLAY: Greenish-
., gray, hard, silty~
36 36 slightly calcareous .
135 116 Some limestone layers.
" 36' 13' 14 106 150 As above.
" " 6' 36' 155 7-5/8" - 5" 319 Holt Si z. - - - - - - - - - - - - - - HOle No - - - - - -
Cooling Tower's Site ---~------
5 PROJECT Alvin l~. Vogtle Site
. HOLE NO 319 NOTES ON WATE R TABLE LEVELS, WATER RE- t.
SAMPLE 8;
DATA III u
z
~
K
~
5 A.
0 CLASSIFICATION AND e~
W III
-J :0 c
.J PHYSICAL CONDITION .
.., I D: 0 0 TURN, CHARACTER OF ~z 0. ~ tii a ,.
U III 1&1
..J III DRILLING, ETC . ~ c 4 K Pitc r 36 '13 '96 160 4"
I 86
" " 24 '12 ' Some soft limestone .
.J 76 Clay again, some shells.
" " 36 '36 '
66 Very hard, sandy.
" " 36 36' 5" 319 Holt Sizt - - - - - - - Hole No - - - - - -
~it. Cooling Towers
SHEET 6 OF 6 ROJECT Alvin w. Vogt1e Sit~
HOLE NO 319 _
NOTES SAMPLE DATA ON WATER TABLE LEVELS. WATER RE- L. aft e II
..,u >-
a:
5 5> ..
A.
c.D 0 CLASSIFICATION AN D z
~u "
..J 1&1 e
- 0 8
..J PHYSICAL CONDITION.
2c a
~ 0 TURN, CHARACTER OF au
~
.. en t;~ III DRILLING, ETC. z a
- III a:
..J III t c 198.0' -203.0' SA.'f\{D: Gray, medium to fine, some ~ilt.
56 200 Grouted up Bottom of Hole 203' through clay.
Hoi.
5" Sizt - , . ; ; , . - . - - - - - 31Q HOle No - - - - - -
Sit, Cooling Tower
It BEC.HTEL SHEET_l_ OF_5_
GEOLOGIC LOG Of DRILL HOLE HOLE NO. 331 Alvin W, Vogt1e Site 0
PROJECT ANGLE FROM HORIZ 90 BEARING _
~ * .. :' LOCATION N 1,142,873 E 621,548 B~GUN 5-18-72 COMPLETED 5-23-72 OVERIURDEN g -' DEPTH DRILLED INTO ROCK J 60' 3" TOTAL DEPTH OF HOLE 161,5' ELEV. WATER TABLE - NO. CORE BOXES NO. SAMPLES TAKEN _2_6 _
CORE RECOVERY (%) FEET MODEL & MAKE OF DRILL _ _CME_~-_5_5 _
' GROUND ELEV. - 220.9' HOLE LOGGED BY J. Guida DRILLER LETCO-Ross C.. :~ .. -":
... ~-
NOTES ON WATER TABLE z 0
SAMPLE DATA
~ >-
z 0 % C) CLASSIFICATION AND 0'" ~
LEVELS, WATER RE- t::
C -J ..J .., o~
xO u
z .>
~
~ ~ ~
'AI 0
~
PHYSICAL CONDITION cr: 0 o N C ~ Q TURN, CHARACTER OF I- 0 o~ ."
~..J
~CD >
0 ..,0 U
~
'AI
~~
DRI LLING, ETC. ~ I c(
a:
(-
&&.I C
~
221
<, 0'-.8' TOPSOIL
.8'-17.0' S~~: Reddish-
., brown, silty, medium, Spli 2 loose
- 5 Spoo 2" 9 8' 9" ..
',',, 1
.**. *. m Red and b rown
- I ......
Shel y 3" 24' 7' 211 10 :: *
- 1 1 15 18' 14' Clayey.
17 .0 '-24.0' CLAY: Tan, sil ty ,
stiff, with fine sand.
24'18' 201 20 24.0' -63,0' SA.l\TD : Light gray, Spl t 25 medium, silty, slightly Spo n 2", 18 15' clayey, shell fragments, firm.
She by 3" 24 22' 191 30 35 Hoi. Size _~7-5/8" Sit.
Hoi. No.
Coo) jD? TOWer 331
SHEET 2 OF 5 ROJECT Alvin w. ----:..;_ _-:--
Vo~tle Site _
HOLENO 331 _
SAMPLE NOTES DATA 5 z t 'WATER TABLE
.EVELS, WATER RE- iC .J 8; ...,
U *>-
..,>~
- 4. "0 CLASSIFICATION AN 0
..,e
.J IU 8
%0 Z
~u .J PHYSICAL CONDITION .
Ic
~ 0 ~ tii ..,.J Q
'URN, CHARACTER OF z .... fit r
III
)RILLING, ETC. a c* ~
Sp1i Spoo 2" 8 '18 ' Becomes lighter in color.
Less clayey.
3" 24 '15 '181 40 plit 8 1 45 poon 2" 8 '15 ' Grades finer.
171 50 itch r 30 '20 r Coarser.
4" ler loss 100% ....
plit 7-9-11 peon " 2" 20 18 '14 '
55
..: '... 6 Light gray, medium, silty, slightly clayey, firm, with shell fragments.
7
" " 18'10 r 161 60 ' ... Dense .
- '. : 7
' 3.0'-72.5' SHELL: Calcareous, 1 white with silty clay matri ,
dense.
" " 12' 65
" " 18' 8" 151 70 More shells.
... . 2.5'-78.0' S~~D: White, fine to medium, silty, loose
- 75 ** . '
II, Siz, - 7-5/8"
..............."""'---- 331 HOle No - - - - - -
Site Cooling To~yer
It SHEET 3 OF 5 PROJECT Alvin. W. Vogt1e Site HOLE NO 331
.\2.;" NOTES SAMPLE DATA z ON WATER TABLE ! 0 %
oelt 5 " CLASSIFICATION AND
~
III a: ~
LEVELS) WATER RE- ~c -'0 -' w o~
%0 u
Z ~ >
A.
IU C
8
..J PHYSICAL CONDITION .
TURN, CHARACTER OF ~to- ..
DRILLING"ETC.
0 ~
. ~ en liii
- a. !
c 0
U III ..,
III
..J Q
t c II:
SAMPL Ci p1it poon ' 2" 4 18 0"
.. 10
... : : T helb . 3" 1"8 '10 '
78.0'-84.0' SHELLS: Tan, cal careous , in silty clay plit 141 80 matrix, hard.
a" C
poon 2" 100 8" 8"
84.0'-155.0' ~: Gray-greeI:
Set 86' of 6'~
85 p1it calcareous, inorganic, s i l l casing. poon 2" 100 hard.
6" 6" 6"
131 90 itch r 30 24' 4"
95 30 25' 121 As above.
II c
c " " 30' 28' 111 Some limestone, very hard.
7-5/8" - 5"'
. HOle No - -331 Holt Sizt -""'"""-........- - - - - -_ _
Site Cooling To~yer
SHEET 4 OF 5 ROJECT Alvin w. Vogtle Site HOLE NO 331 NOTES SAMPLE DATA z C*
o*t;;
ON WATE R TABLE > 0 LEVELS) WATER RE-cft III u
ac 5> t-CL CD 0
CLASSIFICATION AN 0
.J 8
au :0 z ~ ... ...I PHYSICAL CONDITION .
~ 0 Q TURN, CHARACTER OF .. en u III
.J 2 <<-
ORILLING I ETC. c I C Pitc er 30 '28,101 120 4" Hard, limestone layers.
c 125
" " 30'26' 91 130 Slightly sandy, very stiff.
(
135
" " 81 140 As above.
(
145
" " 71 Limestone fragments.
155 Holt 5"
Sizt - . . - - . - - - - -
331 Hole No --~--
- - - "-~
SHEET __S OF 5 __
It PROJECT Alvin W. Vogtle Site HOLE NO 331
~.: - . :
NOTES SAMPLE DATA z 0
ON WATER TABLE >
-"'~
~ CLASSIFICATION AN 0 LEVELS) WATER RE- ~
aft o~
III U
a:
III 5
.J
.J W %0 Z
~ > PHYSICAL CONDITION .
e 0 t;;
~ 0 0 IIJ TURN, CHARACTER OF ~c u ISAMPLe)
III 0 ..J z~ 2 , 1&1 III DRILLING, ETC. c a:
~
-- ... 155.0'-191.5' S~~: Dark
~
... gray, silty, firm, medium
- -- -'. to fine.
c --
.~
61 160...:: : : : : UD Pitc~er 4"
130' 22 1 _-"..... ..*..-tL4 Grouted up _. - -- ~
fh rough clay. -- --
Bottom of Hole 161.5' c:
5" 331 Hole Si z e - - : : : . . - - - - - - - Hole No - - - - - - -
Cooling Tower Site - - - - . . ; . . ; . . - - - - -
BECHTEL ' S HEET ...L OF~
GEOLOGIC LOG OF DRILL HOLE HOLE NO. SuI PROJECT A. W. Vogtle Nuclear Site ANGLE FROM HORIZ. 90 BEARIN6 - _
LOCATION N 11430 1 4 £6 2 3891 BEGUN 8-1-73 COMPlETED8-15-7J OVERBURDEN 74 DEPTH DRILLED INTO ROCK 76 ft. TOTAL DEPTH OF HOLE 208.
ELEV. WATER TABLE - NO. CORE BOXES 5 NO. SAMPLES TAKEN_...7_ _
CORE RECOVERY(-/.) 6Q % FEET 52.5ft. MODEL a MAKE OFDRILL __C_HE _ 5_S _
GROUND ELEV. 208 20 HOLE LOGGED BY 'R Ye~ DRILLER T EIeD - Hi J ey NOTES l&I)- PRESSURE TESTS ~
ON WATER TABLE a: Q : . C % CLASSIFICATION AND LEVELS. WATER RE- 8 ~ ~ 2 ~ ~ l&I: ~ I-
~
3 PHYSICAL CONDITION n: : i Q.
TURN, CHARACTER OF * ~ ~ ~ ~ ~ &IJ DRILLING, ETC. ~ a: 9 (!) et ;:: i o I SAMPL!I LLI Drilled to 76.0 ft.
- 208 using 5-7/8" tri- : 0-74.0 ft. OVERBURDEN:
cone bit. 5 bags ben* Sand, silt, and clay.
ton1te. Cased with -:
4" casing to 75.0 fto:
-* 5":
Longyear-*
Cored with 198 10"':
NX barrel beginning :
13 at 76.0 ft. :
I -. *.. -
8 bags cement used- 1s....:
-.. \
for casing.
Iused for drilling. ::..
5 bags bentonite ---...
188 20-=
Grouted to 15 ft. : -...
with 5 bags of gro~
Hole drilled to in-:
vestigate marl onl~ 25- -- ...
Uo samples 0 to 74 :
ft.
-..... 178 30-Solid rectangles :
represent spoon ~
samples. -.-
HOLE SIZE 5 7/8"
--.. 35-Ha.E NO. 501 SITE !mit 1 Heeeror 12/10/73 Amendment 13
SHEET 2 OF_6_ _
PROJECT A. W. Vogtle Nuclear Site HOLE NO. __ 5o_1 _
NOTES PRESSURE TESTS ON WATER TABLE "o
LEVELS, WATER RE- z* z t-
-2 -z
..,- IL CLASSIFICATION AND TURN, CHARACTER CltG: III o
~
PHYSICAL CONDITION CIt. 22 OF DRILLING. ETC. 9° I
~ [Sample 168 40-..
-- - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - ---- -- ~ - - -
-.. 45-:
--.... 158 50-:
1
-.... 55-..
73.0' Cuttings and 1-1/2" piece of shale.
148 60-
-.. 74.'-150.' CLAY (MARL):
Greenish-gray, silty, very 0- calcareous, very firm,veakly
-.... --.. cemented,massive, has hard
.... -- moderately cemented nodules, can be broken by hard hammer 65- blow, has shell fragments in 67.0' 100% water some areas.
loss.
Shells in return
-.. - 74.0' ,Clay marl. Gray, clay, firm with slight w~a~hering water in *68 . 0 ' -.. -.-. in upper 2'.
-- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 138
- 70-Spoon Sample
- 174.0 Spoon Sample
.. 58
.. i-'Lil 9-9-2 ~ 24 f7 S '. 23 I
SS 1 _4 lllJU:II'1 HOLE SIZE S 7/8 t1 HOLE NO. _5o_1 _
SITE Unit 1 Reactor 12/10/73 Amendment ~3
3 6 A. w. Vogtle Nuclear Site NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER z
-z w-
"o
.J CLASSIFICATION AND 2 2 PHYSICAL CONDITION OF DRILLING, ETC. t=
~: Gray, 76.0-14" recovery 17 o 5 2 o 10 5 128 80
- 15 5
- S °ght eaka e out 82.5-83.5' Hard,well cemented t of asin
- limestone nodule, not broken.
83.0*
3'10" recovery Core loss due to 78 85 soft layer at about 86-88 88- 113' 88.0 8" 66 3" thick broken zone mechani-89.0 cally fractured by drill acti o 5 2 118 90 4'4" out of 4'4" 100 o 10 2 4" p.iece of core, wpll cemen-o I
15 2 ted.
o 20 10 o 25 10 1~
9'4" recovery 95 96.0-96.4' Thinly bedded mod-erately ce~ented layers 92 Broken 1/8 to 1/4" pieces.
108 103.-107' (goes to about 110' Has hard moderately cemented 103.3- limestone concretions from 4.1' recovery 1/4" .t o 1/2" size, core is 82 crushed and broken from drill 105 action.
107'10" 4'3" recovery 44 98 112.0' Broken zone 2" mech-anically fractured by drillin 113'4" actioD.
5' recovery It.
114 139.
HOLE SIZE _ ....._ _ HOLE NO. 501 SITE Unit 1 Reector 12/10/73 Amendment 13
SHEET -L.- OF 6 PROJECT A. y. Vogtle Nuclear Site
- HOLE NO. 501 NOTES > PRESSURE TESTS z ON WATER TABLE w~ w 0 LEVELS, WATER RE- ~'" z . c: ; ) . z ~
e:t 0> - 2 -z
- a; 0 CLASSIFICATION AND TURN, CHARACTER u O CI'IG: w-
- i 1&1
.J
~~ en. PHYSICAL CONDITION OF DRILLING. ETC. ~ go ~G: ~2 2 A.
.J 1&1 Water test 0 5 2 114 - 139.0 ft. 72 0 10 5 0 15 5 0 20 5 0 25 10 120'8" 38 12 10/10 recovery 100 130'8 11 78 5'5" recovery I 55 135- 150
.1 0 5 2 0 10 5 0 15 10 139.0 ft.
140. 7- 68 55 150'8"
- .. . ~: 150 . 0 ft.
Soft material, . sand in a 6'9" recovery clay matrix, medium grained, 68 dark gray-black.
HOLE SIZE _NX _ HOLE NO. 501 SITE Un1 t 1 Reactor 12/10/73 Amendment ~3
t IPROJECT~--.Iiii'---~"""-'-'-
II
" A. W. Vostle Nuclear Site _
SHEET 5 OF HOLE NO",_5.....0.. . ,1 fi NOTES >
ON WATER TABLE ..,~
z _ Z LEVELS, WATER RE-CEW 0> z t-
-2 -z e. CLASSIFICATION AND 0
TURN, CHARACTER u O en a.:
~~ en. w- w a PHYSICAL CONDITION 22 OF DRILLING, ETC. ~
9~
I
~ Sample
.... I
- 150'8"-160'8- SAND: Firm
.. gray-black 8aD~
160'8" -.... 48 ~6O-:*.r "
- : ** 1-*
..
- 0 *
.. til
. . . '. I" Spoon sample ~6'5-
.. *!ole 165' 8"
.. t - - - - + - - -...... -~--~
I*"
- "to:
- 58 1.4 100*~" ... 165'8"-167'2" 5~~: MediuDJ 47-6(-76 .. ." grained, brown~ck,
-"10
- 0:
- slightly silty sand.
-~
38 ~ 70-:....:*" ~ :
, Spoon sample
- 55
,-,n' 1.4 I~"
laO=- 2" -.
-...... :~ . "
170' 8"-172' 2" SA1~D:
-- f'o';
~O-68 Slightly more silty than 1
above sample sand.
.. I-
- .-.-. "rl
.. 0 175' 8" l75- ~
Spoon sample _ 55 aoo-re
- 1. 4 175' 8"-3:. 7*7' 2" S~~: Medium
- . grained, dark gray sand
- _0 0*
Silty.
181. ( 28 tI.SO-: 181.0' SAND: Coarse sand,
.. .1II I-
~
Spoon sample ..~ ....
.. 0
.. S5
--+---+----t~-
1.4 100-1' dark gray *
.. *1-
_. Ie
.. 0 a.SS-: :
Ie
.. 'Wa s hed out.
.. 0
.. 0 Ole
- ":_to. *
-.... - ._.,,: I'
~"
- 0
- 0 18 ~9O-:.
190'8" -... - .....
.. r*
-. 1 I:
I.
- I..
- r..
HOLE SIZE -..NY-....-_ _ HOLE NO. -.-.50.,.1 _
SITE Hnj t 1 leecto r 12/10/73 Amendment 13
SHEET 6~_ OF _"'""-_6 PROJECT A W VOitJp Nuclear Site HOLE NO. _5..Q~1 _
NOTES ON WATER TABLE LEVELS, WATER RE- CLASSIFICATION AND TURN, CHARACTER PHYSICAL CONDITION OF DRILLING, ETC.
195'8"
- 1-.
- Iii' 18" recovery .. ; Attempted coring 195'8"-
.. -. 206'8",recovered very little
--.. 14 8 ~Oo.-:
medium grained sand.
_ ** I
-- 205-=
- 206'8" - 206 £.'
- t-
",'It 206' 8"- 208' 0" SAm>: Medium Spoon sar.tple 55 -.:
'.~
(coarser) sand grains with TD=208.0 ft. medium gray clay *
--.... ~lo..:
HOLE SIZE _NX _ HOLE NO. __5..0..
1 _
SITE Unit 1 Reactor 12/10/73 Amendmen.t 1.. 3
BECHTEL SHEET-LOF-L GE*OLOGIC LOG OF DRILL HOLE HOLE NO. 502 PROJECT A. w. VOIt l e Nyclear Site ANGLE FROM HORIZ. 90° BEARING __- _
LOCAnON Nll!i3 3pp. E 623 357 BEGUN 8 7 3 COMPLETED 8-15-73 OVERBURDEN 82. 5
- DEPTH DRILLED INTO ROCK 67. 5 fe* TOTAL DEPTH OF HOLE J '50 0 ft
- ELEV. WATER TABLE - NO. CORE BOXES 4 NO. SAMPLES TAICEN.....6_ _
CORE RECOVERY(~.) 94.5 FEET 61.9 MODEL a MAKE OFDRILL_CME__.............. 5S _
GROUND ELEV. 216.02 ftHOLE LOGGED BY P Yen DRILLER 'D.f" ~lo._~'_
.~ . .,
NOTES 1&1 > PRESSURE TESTS z ON WATER TABLE a:: a:: z . ~ % CLASSIFICATION AND LEVELS. WATER RE- 8~ - ~ ~~ w! ~ CL t- C!J 3 PHYSICAL CONDITION TURN. CHARACTER OF ~ ~ ~ a; .: ~
.
- a:: 9 CJ l
~ s ~
DRILUNG. ETC. ~ 2 &IJ Q
I SAMPLEl Drilled to 83 ft. : ** 0-82.5 ft. OVERBURDEN:
using 5 7/8" tri- :
Sand, silt, and clay.
cone bit. -- ..
Set 4" casing to- 211 5-83 ft. depth. :
10-
- Began coring at : *-
83.5 ft. with a :
- Longyear NX barrel.
-:* 201 IS-:
Had 100% water loss at 72.5 ft.
Used 4 bags ce1De~ 20-for casing.
~
Used 4 bags ben- --
tonite for :
drilling.
Hole was back- --
191 25-filled to 35 ft. :
depth with 5 bags:
of cement. -
Hole drilled to -: * --
30-:
inveLtigate marl ..
only. No samples-o to 3S ft. -:
I .,
181 HOLE SIZE 5 US" HCl.E NO...5....
02 _
SITE Cener'l 12/10/73 Amendment 13
SHEET 2 OF 4 PROJECT I. W. Vogtle Nuclear Site HOLE NO. S02 NOTES ON WATER TABLE w CW a:
> PRESSURE TESTS z 0 x <<=>>
LEVELS, WATER RE- z* ~ ~ t- o..I Ia; ..,-
Z 0> -2 u O
- > * -z ::> CL CLASSIFICATION AND TURN, CHARACTER Cl'JA: w w PHYSICAL CONDITION
- ~~ fA: 2~ 2 rSAMPLE 1 CI'J. Q OF DRILLING, ETC. a: 9<:>> -'
w Solid 'r ec t a ngl e s indicate spoon sample**
40-:
-.... 171 45-:
SQ--
I Spoon sample
-.-~
-.. 5S 152 5
-- 5.2.5 ~: Yellow-green, 1.4 44-30 ~2S -.. 1 calcareous, uniform *
.--.. 161 55-Spoon sample
,c;7~ '
5S l..'+ :17-19 ~l5 57.5 CLAY: Green-brown,
- calcare;;us J uniform.
60-=
.. 62.5 Spoon sample SS 1.4 17-17 ~18 62.5 CLAY: Green-tan,
..- ca1care;;us, uniform *
--- 151 65":
-- *70 -:
HOLE SIZE 5 7/8" HOLE NO. _Sw.l0__
SITE Genel'al 12/10/73 Amendment ~3
t* PROJECT A. V. Vogtle Nuclear Site SHEET 3 HOLE NO.
OF 502 4ii1-..._
NOTES PRESSURE TESTS z ON WATER TABLE o Z z . o LEVELS, WATER RE- ~ t- o TURN, CHARACTER ..,-
-z 22
- s III Ao III a
CLASSIFICATION AND PHYSICAL CONDITION OF DRILLING, ETC. ~. III Spoon sample 77.5 Horecovery.
ss o
Spoon .sample. 82.
Began coring 83.5 82.5'-146.' ~: Silty cla .
gray, calcareous,massive.no bedded, f08811iferou.~
varies from com-o 10 3 pacted to moderately well 95 0 20 5 cemented. Occasionally be-o 25 10 comes very ltmy, well cemen ted nodules. 4 to 8 inches 9 thick. !tar1 can be broken by finger pressure. Nodule can be broken by hard .h ~ e _
blow.
100 121 100.5 100 14.5 139.
I .. HOLE SIZE. 5 718" HOLE NO. _SiIIIIQ2111111e-._
SITE Gener.l 12/10/73 Amendment 13
SHEET-.iilI4~_OF 4 PROJECT A. W. Vogtle Nuclear Site HOLE NO. _5_0_' _
NOTES >
ON WATER TABLE we o LEVELS, WATER RE- c'" z* e 0>
uS en. -2 CLASSIFICATION AND
~ ...
TURN, CHARACTER enca: .J PHYSICAL CONDITION OF DRILLING, ETC.
- c Se:.
116.0 Core broken o 10 2 by mechanical o 15 S action of the dril
- 100 o 20 10 20 121-125.0 MARL: Contains occasional limy, well cemen-100 ted nodules 4 to 6 inches thick which causes slight grinding at marl-nodule 124.5 boundary.*
91 25 100 129.5 130 I 100 134.5 81 35 100 137.
o 2 139.5 o 5 o 10 40
- 0.5 20 10
- Slight wa er 1 ss in 0 80 san.
144.
71 45 Lost major part of
- r un due to the UD- 40 cemented nature of the sand. 148.0 SAND: Dark gray to 55 1.4 26- 4-6" black, fine to* medium
&rained. s11 ty ,. clayey *
.....TD-150.0
~......._-----~- .....--'1---+--'t"---. 50 ft. non-calcareous, massive. uncemented, moder-ately compacted. Not re-active to BeL acid.
HOLE SIZE NX _ HOLE NO. _5....
02 _
SITE CORor.'
12/10/73 Amendment 1.3
BECHTEL SHEET...LOF-L-GEOLOGI C LOG OF DRILL HOLE HOLE NO. 5QJ PROJECT A. W. Vogtle Nuclear Site ANGLE FROM HORIZ. 90 BEARING __- _
LOCAnON N 1143 870 E 624 130 BEGUN 8-13-73 COMPLETECS-'6-73 OVERBURDEN 63. 5 ft. DEPTH DRILLED INTO ROCK 58' TOTAL DEPTH OF HOLE . J 30 ft.
ELEV. WATER TABLE NO. CORE BOXES 3 NO. SAMPLES TAKEN_i_ _
CORE RECOVERY(*/.) 60% FEET 36.2' MODEL a MAKE OFDRILL_-.JCME ...
55""-- _
GROUND ELEV. 194.47 ft-HOLE LOGGED BY P. Yen DRILLER Cleo lUY IEICQ NOTES &&I >- PRESSURE TESTS ~
ON WATER TABLE a:: a: *
- i= CLASSIFICATION AND LEVELS, WATER RE- 8 ~ ~ 2 !;
- 0-= LIJ.! :I 3 (D
PHYSICAL CONDITION TURN, CHARACTER OF ~ 8 en A:
IIJ eng
~
- .. e; ...
_ ~
- I
~
DRILUNG, ETC.
- a: ~ d: .. I SAMPLEf lIJ Drilled to 60 ft. * ** 0-63.5 ft. OVERBURDEN:
with 5-7/8" tricone Sand, silt. and clay.
bit -:
4 bags bentonite -:
5 used. No cement ..
used.
4" casing set to ..
60 ft. Used Long- : -
184 10-:
year NX barrel. -:
Began coring at
- 62 ft. :
--.. 15-: .
Backfilled to 34 f~
- 174 20-with 5 bags of :
cement.
~
-- 25":
I~le drilled to investigate marl only. No sample ..:
0-62 ft.
Solid rectangles :
-- 164 30-indicate spoon :
sample.. -:
a HOLE SIZE S 7/8" HOLE NO....5...
03 _
~ General 12/1~/73 Amendment 13
4 PROJECT A. w. Vogtle Nuclear Site NOTES > PRESSURE TESTS z ON WATER TAB.LE weE 0
. "o III Z LEVELS, WATER RE-Ir:III z
- a: z ~ t-TURN, CHARACTER uB 0> -2 inA:
~
- a;i
-z w- ~
III III
~ . CLASSIFICATION AND PHYSICAL CONDITION OF DRILLING. ETC".
~w o IE In
- 9~ WA: !2 ~
III Q
A- t-154 40 45 144 50 I 1.:
55 8.0 Spoon Sample SS 55 1. 12- 6-19 58 ~ .t-12l. 5' ~1ARL: Clayey si 1 t ,
gray, very calcareous, very firm, weakly cemented, massive Began corin~ 62.0 has hard moderately cemented nodules, core can be broken Core all in one by hard finger pressure.
piece. Nodules are broken by hard 100 hammer blow, has shell frag-ments in some areas.
67.0 100 .........oW+ .................- - - f "
72.0 052 o 10 5 50 o 15 5 o 20 5
- . 25 5 HOLE SIZE 5 7 Is" & NY
- slight loss out top HOLE NO. _5_0_3_ _
of ca8inl_
SITE General 12/10/73 Amendment ~3
_I A. W. Vogtle Nuclear Site 4
NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER
",e 0>
uS CE'"
z o
~
~
z A.
III o
o ClASSIFICAnON AND
~w III
-' a PHYSICAL CONDITION OF DRILLING, ETC.
- II:
75 77.0 Slightly more diffi cult drilling some 30 sli~ht blackings 114 80 82.0 81 - lOW o 20 5 2'7" recovery. o 25 10 Average core length 4 30 10 is 3 1/2" 53 85 87.0 2'3" recovery 88.0 stained joint at 88 ft.
23 104 90 I
92.0 1'7" recovery 31 95 97.0 I' 3" recovery 25 00- 22.0 94 100.0 }~RL: clayey silt, 102.0 o 20 5 --limy, easily o 25 10 scratched with fingernail,
.....- - - - - - - -......--w--...~ 30
- 10 massive, non-bedded, fine to 102.0-107*.0
- 5. 0 ' recovery slig t Ie kage ut medium grained, intermittent!
Average core length top f ca ing fossiliferous, gray.
12-14". 00 10 107.0 107.0-112.0 5.0' recovery 00 84 112.0 112.0-117.0 4' recovery 80 It ~ HOLE SIZE NX _ HOLE NO. 5Q SITE General
..3~_
12/10/73 Amendment 13