ML071700784

Ground Water Supplement. Chapter 3.2 (Continued)

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 _

Cooling Tower

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 --~--

Cooling Tower

- - - "-~

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