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

5 2

SHEET OF HOLE NO 301 Alvin W. Vogtle Site PROJECT CLASSIFICATION AN 0 PHYSICAL CONDITION.

Compact, silty,

Medium to fine

• Dense, tan, medium, trace silt.

.* I' 5

I I

I I',.'

• ::' 4 I

.' I,

• 45 187 40 8'

DATA Q

In e *

% 0

~i a

• c 4 13 SAMPLE plit poon 2"

plit poon 2"

helby 3" NOTES ON WATER TABLE LEVELSt*WATER RE-

!;.J TURN, CHA~ACTER OF ee DRILLING, ETC..

t 3"

plit poon 2"

30' 28' 7 16 8'

. )77 50 55 efl 6

Tan, medium to fine,

clayey, Firm, only trace silt, Finer.

Dense, whdt e, medium to fine, grading coarser.

White to tan, clayey, medium to fine, D

6 I I'::

7

'.I. I,.

I ** ',

I t : :-.-

,', ~.: 8 75 65 J57 70

)b7 60 o'n" 8'

0'.28' 0'30 3"

2" 3"

• 3" plit poon helb helb 301 HOle No ------

Sit, Unit 11, Emergency Water 7-7/8" Hoi.

Sizt --------

\\

OF 5

301 SHEET 3

HOLE NO CLASSIFICATION AN 0 PHYSICAL CONDITION.

Highly cemented, very har d,

~race fine sand.

Greenish-gray.

Tan, silty, clayey, fine.

115 105 III 110 0' 26' 0'30' 12.7 100 PROJECT Alvin W.

Vo~tle Site NOTES SAMPLE DATA z

~

oJ 0

t ON WATER TABLE 8.;

III 5

~

CI It L

e LEVELS, WATER RE-u

.~

..J W

0 z

1&1

~ 0 e~

~i i

Q TURN1 CHARACTER OF

... e u

..J z

a

• Ii' DRILLING, ETC.

e It t

c, p1it 6 poon 2!'

11 8'

c c'

1~7 80 C'

helb 3"

4' 22' White, medium to fine.

6 85 p1it 9

poon 2"

11 8'

87.0'-91.0' SHELLS Lost all water at 87'.

Set 6" casing to 90' *

'37 90 91.0'-160.0' f"'T A"T.

~T ___

~

I

\\.IJ..u'\\J. *

.LJ.a~u.,

gray, silty, calcareous.

itch r 4" 0' 30' 95 30~

HOle No ---.;;;..;;...;;;.;.--

U J!l 14' Site nl.t

~mergenl Water 7-7 / 8" -

5-7/ 8" Hole Size

5 OF

-301 SHEET 4

HOLE NO CLASSIFICATION AN 0 PHYSICAL CONDITION.

Sandier.

Very hard, not cemented.

Sam-e as above.

155 145 135 125 97 13 4' 23' l07 120 0'27, *77150 0' 24' 87 140 Pitc er 4"

PROJECT Alvin W. Vogtle -Site NOTES SAMPLE DATA

~

oJ x

ON WATER TABLE

~;

III i=

ac A.

0 Co>

~

~

LEVELS, WATER RE-

.J w

% 0 Z

III

.J e 0 8 ~

ti~

i II,!

Q TURN, CHARACTER OF we u

~

en a

t IU DRILLING, ETC.

z c

a:

~

c HOle No _...,;;:;3.....0.-,1 Sit. Unit 111, Emergency Water

. 5-7/8" Ho't Sizt ----------

'.... -..._.._. - - --~

5 5

SHEET OF HOLE NO 301 CLASSIFICATION AN D PHYSICAL CONDITION.

Bottom of Hole 161.3*

160.0'-161.3' SA..'lD It PROJECT Alvin W. Vogtle Site

~

NOTES SAMPLE DATA z

0 ON WATER TABLE oCr) 5 t-at CL 0

LEVELS)WATER.RE -

t;

..J e

• U 1M

..J W

0 z

ILl

..I 0

8 ~

~i

~

0 e

TURN, CHARACTER OF

~

0 U

.J

~~

VJ III DRILLING', ETC.

a

• c II:

III

~

C

'C Pitc er 8' 12' b7 60 4"

\\

Grouted through top of clay.

(

\\,

301 HOle No -~~--

Sit. Unit 1'1 2 Emerger 5-7/8" Hoi.

5iz. _...-.....~;;;..-.---

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 CLASSIFICATION AND PHYSICAL CONDITION Tan to brown, silty, f:i..ne to coarse, well graded.

Light brown, dense, trace silt.

Less silty.

As above.

0'-51' SAND:

Firm, reddish-bro~edium to fine, silty

• SAMPLE 1 C)o-'

..... ~

Zs-:...

• 3

**** 1--

• .~.:..:.

-roo 0°0

• o.

• e.o:tm

_00°0"-

.00 3~c:,O.OCl 3 0 0 Gal--

17

.0 0 0

• ,,':0 b **

.: e*** ~

35 * ***e.

4

.... :~

5-:::** 1

[JD

... ::~

-.... 1 10-

• ..~

15-::*

2

... ~

• • .uo

.~

20-:**.: 2

~

Z 1&1 0

X u

a:

t z

1&1

~

~

c

~

0 0

U

'AI C

1&1a::

'22.g 18' 18'* 20f 17'17" 21B oct) o~

xo t-..J I&Im

~,

c:

4 T3 18' 110"

~ 8 32 18'10" 1 9 2!

36 lA' 2"

2"

-'1&1 e

N o -

t-en SAMPLE DATA ze t=c -'

a: 0 t-0

~..

1&1 CL

Shell: y 3"

• Spli1

• SPOOl 2"

":Split

-Spoon

Shelb~ 3"

"':Split

Spoon

• • -**: She1b lY 3"

--*-*-**:Split Spoor NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

I tL I

305 Hole No.

Aux, Bldg 5/8" Hole Size

Yellow sand lenses

• Tan, medium to fine, trace of silt.

60.0'-77.0' S&~D:

Verv dense J

white to yellow, clayey, medium.

e**

,':'.; 8 75 65

/61 70 24 '24 ' /7tl 60

--.j~(..,lIl 8" a 1 8 2"

65 18 '14 ' 9 2"

16 18

~ 1 ~,

3" r

30 '14 '

4" Shel Shelb 3"

Spli Spoo SHEET 2

OF 5

'ROJECT Alvin Til. Vogtle Site HOLE NO 305 NOTES SAMPLE DATA z0 CLASSIFICATION AND t

WATE R TABLE Q

CI) 1&1 5

~

ac

~

0 o~

Co)

VELS, WATER RE-c -'

% 0 Z

IU PHYSICAL CONDITION.

~

0 8 ~

tii

~

0 1&1 Q

• URN, CHARACTER OF

",0 u

.J Z

~

en a *

)RILLING, ETC.

c ac t

e

• e.'

• Shel 3"

24 '0 IS8 40 YeLl.owLsh - tan, Mediurn to fine, very cLayev,

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,

"'1 trace sand, sand lenses.

. 1 I

H Snli

'18 '

55 Spoo 18 I

305 HOle No ----__

Sit.

Aux. Bldg.

)1.

Sizt --------

3 HOLE NO 3ns CLASSIFICATION AN 0 PHYSICAL CONDITION.

Very hard, limestone, g r a-Some small shell f r agmerrt.s 77.0'-156.0' CLAY:

Yellow, silty, some thin sand layers.

105 13~ 100 1St 80 5' 15' /Z!

11 0' 30' 24'24 he1b 3"

Set 6" casing to 77'.

PROJECT Alvin w. Vogtle.site t

SAMPLE DATA NOTES z

0 ON WATER TABLE e "

w i=

t-IE

~

0 LEVELS, WATER RE-

~ -'

e

• u

~

c

-' W

t 0 z

III

.J K

0 8 ~

~i III Q

TURN, CHARACTER OF

~

0 U

.J r l-t-

en 2

III DRILLING, ETC.

c

~

t c

6 85 2"

4 18' 8" At 89 ' ; Lime mudstone 3"

2" 2" and lime and sand matrix.

/Jlf 90 I,

r 30' 30 Greenish-gray clay, cal-4" careous, silty, firm.

~

L 95 115 305 Hole No ------

Site Aux. Bldg.

7-S/R" 5/8*'

Sizt Holt

5 4

OF

• SHEET HOLE NO 305 CLASSIFICATION AN 0 PHYSICAL CONDITION.

Slightly sandy, some nodules.

Hard nodules.

Occasional thin (2"-3")

clayey sand layers with shell fragments.

155 145 135 12 3D '26'

)oY 18 '13' J J~ 120 30 '29'

,~

140 30' 30' IS 15 r 4".

itc PROJECT Alvin w.

Vo gt Le Site NOTES SAMPLE DATA z

~

0 J WATER TABLE Q

crt

)-

~

II:

~

0

..oJ o

• u

~

c LEVELS) WATER RE-

..oJ 0

z III

.J 0

g ~

t;i

~

0 1&1 c

TURN, CHARACTER OF to-0 U

..oJ

~ I-2 1&1 DRILLING, ETC.

e II:

t c

305 Hole No

-.-.;;~----

S itt Awe. 'Bldg.

5-5/8" HOlt Siz. -----.....-----

5 5

SHEET OF PROJECT Alvin w. Vogtle Si te NOTES SAMPLE DATA

~

ON WATER TABLE

~

0" a:

5 LEVELS, WATER RE-

..J e

• u

~

..J W

0 Z

c 0

8 N t;i

~

III TURN 1 CHARACTER OF

~

0 en u

..J

~...

DRILLING, -ETC.

a I

c K

~

I:

L Grouted up through clay.

-=lPitch~r 4"

24 '12' 78

~

~

16" - * :::

I T'fTI

,\\~ *** I U L

- :.:: 19

~----

HOLE NO 305 CLASSIFICATION AN 0 PHYSICAL CONDITION.

156.0'-161.0' S~lD:

Light gray, fine, trace of silt.

Bottom of Hole 161' 305 HOlt No -------

Site Aux. Bldg.

5-5/8" HOlt Sizt -

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, 740 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 CLASSIFICATION AND PHYSICAL CONDITION Becomes finer.

Brown, dense, medium to fine.

Tan, fine, clayey, with thin black streaks.

24'24'

20E, 2

0'-76.0'~:

Red, loose, silty, fine.

.... 2 2"

22 lR' 3"

24' 21' 196 1 3 2"

46

• 18' 2-3-4 2"

7 lR' 3"

NOTES SAMPLE DATA ON WATER TABLE z

z0 0

aWl III

)-

t LEVELS, WATER RE-

~

O~

U G:

C C

... 1iI zO Z

IaJ

~

TURN, CHARACTER OF

~ 8 ON C

o -

0 -

~...

WI WCD Q

U tal DRILLING, ETC.

2.

c 1&1 1&1 C

G:

CL OZ2b I

3" 24' 24' Z H.

1

~edium to fine.

~.

L..

1 As above.

2" 18' Hoi. No.

308 Site Diesel Gen. Bldg.

7-7 /8~'

Hoi. Siz.

4 2

SHEET OF HOLE NO 308 CLASSIFICATION AND PHYSICAL CONDITION-,

ROJECT AIvin

~,J. Vogtle Site t NOTES SAMPLE DATA

~

z WATER TABLE a"

5

~

CI:

CL 0

£VELS) WATER RE-c

~

o

• u

~

III

~

~

iii

%0 Z

I! 0 8 ~

~~

~

0 ILl Q

'URN, CHARACTER OF ",e u

~

.. en III ILl

)RfLLING, ETC.

z a

• 4 CI:

t c

3" 21 '21 ' I Bb 40

~~ite, firm, clayey, medium to fine.

Shells, clayey, hard.

As above

• White, clayey, medium to fine, large amount of shells (calcareous),

Finer.

~fuite to tan, medium, trace silt, no clay.

'.' *

• U

~.'.::

~

• .:: 4

• ', *. 5

• • • • • • U

'.::': 5 I.

'.A.,

65 55 8 '

75 23 '21' 166 60

-Z4 -'O" t;b 70 24 0" 8 1 5 45 2"

44 1R' 3"

18 '17' 176 50 plit 2ft poon he1b 3"

She1b Spli Spoo Shelb Shelb 3"

Spli Spoo I

(-Tater loss 100%.

I 308 HOle No ------

S Diesel Gen. Bldg.

it,----

7-7/8" 101.

Siz. ------------

3 SHELLS SHEET _...-..-_ OF 4

HOLE NO 308 CLASSIFICATION AN 0 PHYSICAL CONDITION.

Trace fine sand.

Occasional shell fragmen ts I

83.0'-147.0'~:

Very har ci,

gray-green, silty, cal-careous

• 105 115 95 85 141:,

80 28 '24' '2" InO 28 26,lIb 110 28 '26 '13' 90 2

-41~ 4 2"

95 18' itch r 4"

olit 1'00 PROJECT Alvin W. Vogtle Site NOTES SAMPLE DATA z

ON WATER TABLE 8;

~

5

~

K 0

LEVELS, WATER u I RE-c

..,J

~

au XO z

~

~

0 8 ~

tii

~

0 TURN, CHARACTER OF

... e u

..J V)

III DRILLING, ETC.

z a

• 4 K

r c

Shelb 3

12 '4" Set 6ft casing to 89'.

l I

Holt Sizt 7-7/8" 7/8" HOle No 308 S ite Diesel Gen. B1 d

4 SHEET OF 4

HOLE NO 308 CLASSIFICATION AN D PHYSICAL CONDITION.

Very hard, cemented.

As above.

147.0' -151.3' sA.'ID:

Dark gray, silty, medium to fine, calcareous.

145 135 125 28 '28! 10" 12 28 '14' 8' t8 '24' 9b Pitc_er 4"

oqOJECT Alvin W. Vogtle Site NOTES SAMPLE DATA z

ON WATER TABLE 0

8; III

~

~

I-0

~

CL 0

LEVELS, WATER

~

.J U

~

RE-

.J

&AI 0

z ILl

.J

~

0 8 ~

0 c

TURN, CHARACTER OF

'" 0 ti':

u

.J Z

~

I-en 2. '

III III DRILLING, ETC.

c E

r c

28 12 '

7{,

. *UD 150

:: : 16 ruted up t rrrough clay.

Bottom of Hole 151.3' 308 HOle No -----_

C; i t.

!)ie s e1 Gen. BId g

• 5-7/8" HOlt Sizt -------

BEC HTEL SHEEl-.2:- Of..2..-

GEOLOGIC LOG OF DRILL HOLE HOLE NO.

309 PROJECT Alvin r-l. Vogt1e Site ANGLE FROM HORIZ 90 0

IEARING-----

LOCATION N 1,143,120 E 622,j35 BEGUN 5-9-72 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 CLASSIFICATION AND PHYSICAL CONDITION Tat" to red.

Red.

Tan.

SAMPLE I 0 ' - 35.5

SAND:

Firm,

d i1 f*

re,S ty,

a.ne.

5 **...

-....~

1

.....~

.. I

• • • • • 1--

.. :un As above.

10"':' :: :J.

2 15-.... ~

As above..

I

...... I---

.. *:::tJD 20 2

I'

..:..~

• ...~

3 25-:... ~

30"':: :: :un

"::*:1

'1

...'.~

35.::::-

NOTES SAMPLE DATA ON WATER TABLE z

z 0

0 0'"

LEVELS, WATER RE-t=:

o~

u.

cr:

~

c

~

-J

~

XO Z

LLI

~

TURN, CHARACTER OF.

~

0 o

N C

~

0 o -

~-J 0

~...

~

LLlCD 0

U IU DRllLING, ETC.

~.

C LLI

~

c:

a::

Q.

23r

• • • -..*-* Split 2 -.. Spoon.

2" 10 18~

At 10', 1st Shelby.:

tube left in hole... Shelby 3" 24' 23"

~1oved 3' east and **

began again.

221 I

Sp1i~

8 1

-.. Spoop 2"

19 18' 14*"

.. Shel by 3" 28' 2"

.....-..* Split

~ 1

• Spoc 2"

21 IS' rn 20r

- Shell: ~

3" 24' 14' I

Hole No.

309 Site Control Bldg., Units

~

8-1/2" Hole Size

5 2

SHEET OF HOLE NO 209 Alvin

~. Vogtle Site PROJECT 35.5'

-47.0' CLAY:

Silty, sandy, red to purple to vel.Low-brown, mot t l.ed ;

g CLASSIFICATION AN 0

-I PHYSICAL CONDITION.

SAMPL 75 ze5

-I 18 DATA 8 2" 3"

8" 0" 171 0

r 28 '0" As above.

4" 65 36 '8" 36 36 ' '" I 70 As above, gray.

SAMPLE

-plit poon helb., 3" 36 0"

)~ J 0

itch r 36 '0 Ye LLow, sandy.

4" 30 '15 '

5 47.0'-79.0' SA:.~:

YeLl.ow,

plit 7 1

::: 5

~..rhite, tan, firm, medium 2"

2:[15 I

fine.

poon 19 to hel~

3"

.' " UD 151 0

.: ': 7 plit 8 5 5

White, clayey. -

POQ 2"

8' NOTES ON WATE R TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

309 Hole No ------

Site Control Bldg.

Units 3 & 4

~-1/2" Holt Sizt _

...............oiiiiii--

Trace medium to fine sand and shell fragments.

Very hard, cemented.

105 0'30'

\\21 110 8' 2R' '3' IOO SHEET 3

OF 5

PROJECT

• Alvin

~.J. Vogt1e Site 309 HOLE.

NO NOTES SAMPLE DATA 5

z CLASSIFICATION AND ON WATER TABLE 8;

)-

5

~

CL 0

LEVELS, WATER RE-u

~

,.j w

0 z

IU

..J PHYSICAL CONDITION.

~

0 8 ~

t;i i

0 11.I Q

TURN, CHARACTER OF

"" 0 u

z...

... en a,

DRILLING,. ETC.

c a::

r c

plit poon 2!'

79.0'-91.0' SAND & SHELLS:

itch 4' 14' 15'I

Sand, to' white,shell r

80

• e**

gray 4

ft

• ".":0 12 fragments, possible lime-

"" *.0'

• • • • stone lenses.

Da

." 1)**

• ~*o

.s<<

• o~,~

Attempted split 85

• ~rfo

• o*A**

spoon at 85',

50 c,.~~

d blows for 0 inches.

~.~~

~fc;**

'C*

t'...:

Water loss 1no%

O'A

• o<l' *

,~,

90

Q :Q:~:

It

... ~

91.0-158.0' O~**

CLAY:

Hard, gray, silty, calcareous.

t

~

30' 28' 95 309 HOle No Sit A Con t tQ1 BId g

• R-l/2" Size -------

Holt

4 HOLE NO 309 CLASSIFICATION AN 0 PHYSICAL CONDITION.

No sand.

Sandy.

Highly cemented, limestone or siltstone.

125 14 81 15 101 24 2f')'

JIt l2()

30'10 30 29 30'26 itch r 4"

PROJECT Alvin lal

• Vogtle Site NOTES SAMPLE DATA z

0 ON WATER TABLE

. c

~

III

~

5 t-e II:

Go C

LEVELS t WATER

.oJ e

• u

~

RE-

.oJ 1&.1

e z

IU

.J a: 0 8 ~

t;':

~

0 1&1 e

TURN, CHARACTER OF

~ e u

.J t-(It 2

DRILLING, ETC.

z c

II:

~

c 309 HOle No ------

Site Control Bldg.

Units 3 & 4 8-1/2" HOlt Sizt -...;;....~-----

5 OF 309 SHEET 5

HOLE NO Alvin W. Vogtle Site NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

CLASSIFICATION AN 0 PHYSICAL CONDITION.

Bottom of Hole at 161.5' 158.0 ' -161. 5' S~~D:

Si1ty,

greenish-gray, coarse to fine -.

%..a.

ILl Q

=~

-=~

-~;..l~~

_.... ~

tI.60-=* ::un 00

-*.0. 20

_0.00 71 30'~21 DATA SAMPLE Pitciler4" Grouted up through clay.

L 309 HOle No -------

Site Control Bldg

• TTn;t~

1 & 4 R-1/2" Holt Siz. -..;.;..~~----

I BEC.HTEL SHEET OF-.:?-.

GEOLOGIC LOG Of DRILL HOLE HOLE NO.

313 PROJECT Alvin TN *.Vogtle Site ANGLE FROM HORIZ 90° BEARING-----

LOCATION N 1,143,274 E 622,790 BEGUN 5-12-72 COMPLETED 5-16-72 OVERBURDEN 0' DEPTH DRILLED INTO ROCK 161 '6" 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 SAMPLE DATA 5~10-1~

2' 27 18 '14' E~12-1lS 2"

27 18 'lOU CLASSIFICATION AND PHYSICAL CONDITION Finer, mottled

• Light brown, coarser.

Brown, slightly clayey.

0'-73.0' SAND:

Red-brown, loose, silty

• SAMPLE I

-..,~

5-1

.... :~

.... :~ "

:. : ~D 1

10-

,'~

c:. -

• ,I--

1>0-::.*

2 I--

...... 1---

~

20.-:'.' Lz 2s..::::.~

3

:,: I--

_... -::~

[JD 3

30...:* '.. I--

35.:::: I--

2 IS-205 z

0

~

u

~

t z

c c

~

0

~

0 u

w C

""a:

'225'"

24 '20 * /95' 24' 18' 0

0 O~

~o 1--1 wID 2.

c 2-2-~

6 18' 9" 2"

-IW o

N o -

0 zo

~

-oJ

~

0 I-0

~

~

1&1 CL

Shel'ty 3"

-=Sp1it

.Spoor

• • • Sheley 3"

• • ..-**....-*..*-= Split

.. Spoor

.. Shell' y 3"

...: Sp1i

• SPOOl NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF ORI LLI NG, ETC.

I Hoi. No.

313 Unit t,E3 -

Turbine Bldg S'te 7-5/8" Hole Size

Loss silty.

CLASSIFICATION AN D o

..J PHYSICAL CONDITION.

SHEET 2

OF 5

HOLE NO 313

-r r. :

Tan, silty, dense, medium.

• :: 'UD 24! 18' 185" 40

• :: 4 helb 3"

tROJECT Alvin w. Vogtle Site SAMPLE DAtA NOTES z

ON WATE R TABLE

~

0 C."

III 5

~

Ck Q.

LEVELS, WATER RE-

..J o*

U

~

..J au

% 0 Z

III TURN, CHARACTER OF

~

0 8 !:! ti

~

c

'" 0 U

..J Z

~

en a,

DRILLING, ETC.

c K

~

c plit 6-7-.

poon 2"

8' 14 75 plit

- 45

.'.. 5 Becomes rather clean.

poon 2"

39 Lost sa~le lIDS.

3"

• . D helb 4~ 15' Recovered 15" on

• . 5 second hole.

175 50 3"

4' 15' 55 itch r 2' 6" White, with shells and 4"

clay.

J6S-60 p1it 1

65 poon 2'

8' 6

Mottled "-1hite

& green with shell fragments.

I 1~5' 70 itch r 0' 7" 4"

73.0'-87.0' SHELLS:

White, calcareous, mottled with silty clay and sand.

313 Hole No ------

Sit, Unit /13 -

Turbine Bldg.

7-5/8" Holt Sizt -.-...,;......~---

5 3

SHEET OF HOLE NO 313 CLASSIFICATION AN D PHYSICAL CONDITION.

As above.

Very hard from 101' to 103 M

. 5 '.

Limestone or siltstone.

As above.

Very hard.

87.0'-159.0' CLAY:

Grayish-green, silty, calcareous, inorganic, hard, l~v plasticity.

105 95 85 90 30 27

/2. 5' 100 30 22 13~

150 12' 0"

/45'"

80 0"

itch r 4" PROJECT Alvin l.J'. Vogtle Site NOTES SAMPLE DATA ON WATE R TABLE 8;

w

~

=

~

a:

G-e LEVELS., WATER RE-u

~

W

% 0 Z

III

.J 8 !:!

~

1&1 c

TURN, CHARACTER OF

~i u

en a

• DRILLING, ETC.

4 IE c

2" lOr) 10' 5" I1T""

At 85', hole caved.

Lost 10' of rod and the tri-cone bit.

Moved 3' west and drilled new hole.

Set 6-' casLng to 87'.

Ir....

I/b 110 lTD 10 As above.

I 115 Hole No _3_1_3'---

Site lTpj t if3 Turbine Bl d~

7-5/8" -

4" Hot.

Sizl -------

SHEET _4__ OF 5

HOLE NO 313 CLASSIFICATION AN D PHYSICAL CONDITION.

As above.

As above.

Some fine sand.

Limestone fragments.

125 145 155 135 0'25 3() '25' lOS' 12 30 '18' 30 '15' es 140 fJ Pitc r

4" I'ROJECT Alvin

~,J. Vogt1e Site NOTES SAMPLE DATA z

0 ON WATEoR TABLE c

~

5

~

~

a:

A.

0

~

..J o

• u

~

LEVELS, WATER RE-

.J

&U 0

z

..I

~

0 8 ~

ti~

~

0 c

TURN, CHARACTER OF w 0 U

..J Z

CI) a I

au DRILLING, ETC.

a:

~

c 313 HOle No ------

Site Unit

/13 - Turbine Bldg.

4" Holl Sizi -------

t PROJECT Alvin W. Vogtle Site NOTES SAMPLE DATA 5

I..

ON WATE R TABLE 8;

Ii'

~

~

~

C!'

A.

LEVELS, WATER RE-v

~

-J au

%0 z

IIU

~

0 8....

tii I

0 Ii' a

TURN1 CHARACTER OF w 0 Vi u

Z l-t-

a I

w DRILLING, ETC.

e It r

c OF 5

313 SHEET 5

HOLE NO CLASSIFICATION AN 0 PHYSICAL CONDITION.

Bottom of Hole at 161.5'.

"e....

30' lR' b5

-Pitch~r 4" Grouted rhrough top of clay.

I L

HOle No 313 U

" 3 Site nlt

- Turbine Bld:

4" Holt Size --------

BEC.HTE L SHEET -l.. OF2.-

GEOLOGIC LOG Of DRILL HOLE HOLE NO.

314 PROJECT Alvin vI. Vogtle

~ite ANGLE FROM HOIIZ 90 0

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 2

ioiiiiiii11 CORE RECOVERY (%)

FEET MODEL & MAKE OF DRILL Acker

~ark II GROUND ElEV.

229*5' HOLE LOGGED BY J. Guida DRILLER LETCO-Alexander Occasional clay seams.

Light tan, clayey, dense, silty.

Slightly clayey, brown.

35 2

15 210 20 24 19' 200 3..

18'14' 9-10,

19 18' 15' She y 3" Sp1*t Spo 2"

Spl t

3 Spo 2 It 11 1R' 17' She y 3" NOTES SAMPLE DATA z

ON WATER TABLE z

0 CLASSIFICATION AND 0

011)

\\AI i=

0 LEVELS, WATER RE-

~

o~

u a:

~

t 0

PHYSICAL CONDITION 4(.J

.J

~

1:0 Z

&&J

~

~

TURN, CHARACTER OF a:

0 o

N

~-'

c(

~

0 o -

0

..J

~

~

~

en

&&JCD 0

U DRt LLI NG, ETC.

2:

I c(

&&J

~

c:

a:

SAMPLE A.

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 At 28' dronped 4" wrench in hole.

~{oved-3' east and be~an a~ain.

I Hole No.

31.4 Site Unit #3 - Turbine Bldg 7-5/8" Hole Size

.......~

5 2

SHEET OF HOLE NO 314 Alvin W. Vogtle Site ROJECT __....;;.",;;;;~__---:

CLASSIFICATION AN 0 PHYSICAL CONDITION.

Very clayey, with very fine

~and, tan, silty.

Q.

III Q

190 4

24 22' helb 3"

plit J)oon 2"

NOTES SAMPLE DATA ON WATE R TABLE t,

IE III

~

CIt LEVELS, WATER RE-u

~

... au z

~ c 8 ~

~i

~

TURN, CHARACTER OF ",e u

DRILLING, ETC.

z a

• c CIt r

c 45 Less silty.

6 0 plit

• .'. 5 poon 2"

16 18 '18 '

Clayey.

he1b 3"

24 16. 180 50 p1it 1 3 poon 2'

8'10 55

.:. : 6

'Ll'.

Slightly silty, dense.

Coarse to medium.

4'15 170 60 Brown, fine to medium.

63.0'-97.0' SHELLS:

White,.

calcareous, very dense, clayey.

65 75 160 70 8' 15 p1it poon itch r 4" 314 HOle No ------

Site Unit #3 Turbine 7-5/8" Holt Sizt ---.........------

3 HOLE NO 314 CLASSIFICATION AN D PHYSICAL CONDITION.

Limestone fragments.

R5 150 -

Rf1 n'22,lZO Pitc er 4"

Sample tTD7, cutting edge of tube buckled.

PROJECT Alvin 1.\\1. Vogtle Site NOTES SAMPLE' DATA z

~

0 ON WATER TABLE Qeft au 5

~

I¥

~

0 LEVELS 1 WATER RE-

~

..J o*

U

~

..J W

% 0 Z

au

...I

~

0 8 ~

t;...I

&AI Q

TURN, CHARACTER OF 0

m u

.J

~

~

~

en a

• III IU DRILLING, ETC.

c a:

t c

1.Jater loss l()O~~

8 Shells, white, calcareous, p1it 140 90 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 11 IOn 2'12,130 l()()

plasticity.

12" I

314 HOlt No

--~.;;;.....;.-

Sit, Unit !f3 Turbine 7-5/8" 5/8" Size -------.............

Hole

SHEET_4__ 0F

.s HOLE NO 314 CLASSIFICATION AN 0 PHYSICAL CONDITION.

As above.

Some fine sand.

As above.

Hard limestone portions up to 6" -

8" across.

90 80 Of 3()

0'30 24' 6" roo 13 30 21 110 r

4" Alvin W. Vogt1e Site NOTES SAMPLE DATA 5

ON WATER TABLE 8;

111

=

~

CI 0

LEVELS.WATER RE-u

~

au

%0 z

III

.J e~

~i I

III c

TURN, CHARACTER OF u

a I

III til DRILLING,.ETC.

4 It c

314 HOle No -

Sit, Unit !,f3 -

Turbine 5-5/8" Holt Sizl -------

5 OF 314 SHEET 5

HOLE NO CLASSIFICATION AN 0 PHYSICAL CONDITION.

159.0 '-160.5' SA-l\\fD:

Greenish-black, silty, dense.

30 '15 ' 70 16()

PROJECT Alvin 1-1. Vogtle Site NOTES SAMPLE DATA

~

ON WATE R TABLE 8;

5

~

IE

~

0 LEVELS, WATER RE-

~

.J U

~

.J W

0 z

1&1 a::

0 8 ~

~

III c

TURN, CHARACTER OF

~

0 ti u

.J

~t-t-

CI')

DRILLING, ETC.

a

• c IE III t

c Grouted up through to~ of clay.

Bottom of Hole 160.5' I

L 314 HOle No ------

S ite Unit #3 - Turbi 5-5/8" Holt Size ----~~---

t BEC,HTEL SHEET --L. Of GEOLOGIC LOa Of DRILL HOLE HOLE NO.

319 PROJECT Alvin W. Vogt1e Site ANGLE FROM HORIZ 90 0

IEARING-----

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)

SAMPLE DATA z

z 0

0 oen

&AJ

~

~

o~

u a:

~

4(

~

~

1&1

%0 Z

1&1

~

a: 0 o

N c(

~

0 o -

.....J 0

~

~...

... en 1&Ia:l 0

U 2

c(

l.LI 1&1 c

a:

Cl.

256 Spli t

~-lO-9 Spoon 2"

29 18' 18" Red-brown, silt~

• Dense, trace, silt

• Firm, medium to fine, clea.n As above

• 14.0'-67.0' SAND:

Firm, purpl~.

to tan, silty, fine.

3.0'-14.0' SILT:

Firm, tan to

.r ed, -some clay and sand

• 1-SAMPLE I ClASSIFICATION AND PHYSICAL CONDITION 0 '-3.0' SA.1W :

• .l.l-l'

.~~;;.

5"":........-....*..

10-....*..-*..

I-15..'...

,I-'-

. 2

_.... ~

20-:::

.~

.. ' :UD

.. : *** 2

• • • • 1---

• .'.:.~

25-

****** 3

- * : *** lID 30......:

~

-I-I.::

3

.....: ~

Ie.'

.: 4

.. I.' I 35 * ::: 4 226 236 16' 15' 30' 25" 14' 14" 246 5 5 23 18'~8" 2 22 18'18" ShelDY 3" Shelpy 3" ShelbY 3" Split Spoon 2"

Spli~

• Spoo n 2"

NOTES ON WATER TABLE LEVELS, WATER RE-TURN I CHARACTER OF DRI LLING, ETC.

I I

Hoi. No. __3_19 Cooling Tower 7-5/8" Hole Size

Dense, light brown, clayey.

67 0.0'-84.5' CLAY:

Yel101:.,7 to tan, silty, trace sand.

lR6 36' 32 18' 2" plit poon 2"

itch r 4" SHEET 2

OF 6

PROJECT Alvin W. Vogtle Site 319 HOLE NO NOTES SAMPLE DATA

~

IN WATER TABLE CLASSIFICATION OW 5

~

AND CE

~

0

.oJ o

• u

~

PHYSICAL CONDITION.

[.EVELS, WATER RE-

.oJ au

% 0 Z

III

.oJ C

0 8 !:!

~i

~

0 11.1 0

TURN, CHARACTER OF

~

0 u

~...

en III DRILLING, ETC.

2,

c a:

kI

~

c Soli 1.-IR-5

• • • • • 4 Spoo 2"

43 19 'lR'

.-.-:e.

I **

216 40 Shelh 3"

24 '15 '

.** :.' tr

*-:: 4 "R..ed, medium to fine.

I***.....

4 45 plit poon 2"

18 '9 "

• 5 silty.

Dense, 206 50 he1b 3"

24 '19 '

Trace clay.

~l 5

dense, medium olit 1 o Very

tan,

.... 6 to fine, silty.

2" 54 18 4" noon 196

()

Trace clay.

helb 3° 15 14 319 HOle No ------

Site Cooling Tower 7-5/8" Holt Sizl ----~~---

OF 319 SHEET

. 3 HOLE NO Alvin W. Vogtle Site PROJECT__--&J:~:.ll.....,;~~~~~~

CLASSIFICATION AN 0 PHYSICAL CONDITION.

Very sandy.

101.5'-118.0' Sk~:

Very dense, white, clayey, with shell fragments.

99.0'-101.5' SHELL:

Sandy.

156 100 itch r 36 31 4"

10 plit 2 4.

poon 2'

8' 10 NOTES SAMPLE DATA 5

z ON WATE R TABLE 8;

~

5 t-

~

0 LEVELS, WATER RE-u

~

c

% 0 Z

-I

~

0 8 ~ t;

~

III c

TURN, CHARACTER OF

... e u

to- '"

III III DRILLING,.ETC.

z a,

r c

Spli 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 Spoo

• .: : 9 fine.

166 0

Clayey.

I itch r 36 '36 '

r :

~

4" plit 5-65 5

poon 2"

100 12 2" itch r 4"

6' 24' 115

..-.:UD

• ..: ~ 11 Only trace clay, still shell fragments.

319 HOle No ----__

Site Cooling To'Wer 7-5/8"

SHEET_4__ 0F 6

HOLE NO 319 AlvinW. Vogt1e Site ROJECT -_..Q;:!:~~~..:...=:...l~~~:':"-

~.

CLASSIFICATION AN 0 PHYSICAL CONDITION.

As above.

Some limestone layers.

131.0'-198.0' CLAY:

Greenish-gray, hard, silty~

slightly calcareous.

118.0'-125.0' SHELL:

Highly cemented limestone and shell, very hard.

125.0'-131.0' Sk~D:

Verv clayey, tan, medium t~

fine.

0 0':': 1 00.

e. :; *..

, '0 155 14 125 135 120 zo5

>au.J....

106 150 116 126 13 136 6' 36' 36 36 12 '10' 36' 13' DATA SAMPLE itch r 4"

Sp1i Spoo NOTES ON WATE R TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

'~ater loss 1()()%

Set 125' of 6" casing.

319 HOle No ------

Cooling Tower's Site ---~------

7-5/8" - 5" Holt Siz. --------------

5

. HOLE NO 319 CLASSIFICATION AND PHYSICAL CONDITION.

Very hard, sandy.

Clay again, some shells.

Some soft limestone.

86 76 66 36 36' 36 '36 '

24 '12 '

36 '13 '96 160 Pitc r 4" PROJECT Alvin l~. Vogtle Site NOTES SAMPLE DATA t.

ON WATE R TABLE 8;

III

~

5 K

A.

0 LEVELS, WATER u

~

RE-

-J W

0 z

III

.J D: 0 e~

tii I

0 1&1 c

TURN, CHARACTER OF

~

0 U

..J

~

III III DRILLING, ETC.

z.

a,.

4 K

~

c

.J I

319 Hole No ------

~it.

Cooling Towers 5"

Holt Sizt -------

OF 6

319 SHEET 6

HOLE NO CLASSIFICATION AN D PHYSICAL CONDITION.

198.0'-203.0' SA.'f\\{D:

Gray, medium to fine, some

~ilt.

56 200 ROJECT Alvin w. Vogt1e Sit~

NOTES SAMPLE DATA 5

ON WATER TABLE L.

aft 5

c.D a:

A.

0 LEVELS. WATER RE-e II u

~

..J 1&1 0

z

..J

~

0 8 ~

t;~

2 III a

TURN, CHARACTER OF au e u

..J en a

• III III DRILLING, ETC.

z c

a:

t c

Grouted up Bottom of Hole 203' through clay.

31Q HOle No ------

Sit, Cooling Tower 5"

Hoi.

Sizt -,.;;,.-.-----

Clayey.

Red and b rown

• 24.0' -63,0' SA.l\\TD :

Light gray, medium, silty, slightly clayey, shell fragments, firm.

17.0 '-24.0' CLAY:

Tan, silty,

stiff, with fine sand.

.8'-17.0' S~~:

Reddish-brown, silty, medium, loose

• 0'-.8' TOPSOIL

.*** m

*

• 1

',', 1 35 25 15 191 30 24 22' 5

8' 9"

18 15' 24'18' 201 20 1

18' 14' 24' 7'

211 10 2 9 2"

She by 3" Spl t Spo n 2",

Shel y 3" Spli Spoo NOTES SAMPLE DATA ON WATER TABLE z

z 0

CLASSIFICATION AND 0

~

C)

LEVELS, WATER RE-t::

0'"

u

~

~

~

0 o~

~

PHYSICAL CONDITION C

-J

..J..,

xO z

~

~

'AI

~

TURN, CHARACTER OF cr: 0 o

N

~..J C

Q I-0 o -

0

~

~~

~."

~CD 0

U

'AI DRILLING, ETC.

~

I c(

&&.I C

a:

~

221 BEC.HTEL SHEET_l_ OF_5_

GEOLOGIC LOG Of DRILL HOLE HOLE NO.

331 PROJECT Alvin W, Vogt1e Site ANGLE FROM HORIZ 90 0

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'

.. :~.. -":

.'... ~ -

( -

It

~*

I Sit.

Coo) jD?

TOWer Hoi. No.

331 7-5/8" Hoi. Size _~.......

OF 5

331 SHEET 2

HOLENO Alvin w.

Vo~tle Site ROJECT CLASSIFICATION AN 0 PHYSICAL CONDITION.

Coarser.

Grades finer.

Light gray, medium, silty, slightly clayey, firm, with shell fragments.

Becomes lighter in color.

Less clayey.

.:.. 6 45 55 171 50 30 '20 r 3"

24 '15 '181 40 plit 8 1 poon 2"

8 '15 '

plit 7-9-11 peon " 2" 20 18 '14 '

itch r 4"

NOTES SAMPLE DATA 5

t 'WATER TABLE z

8;

~

4.

0

.EVELS, WATER RE-iC.J U

~

.J

.J IU

%0 Z

'URN, CHARACTER OF

~ 0 8 ~

tii I

Q

..,e u

.J fit III

)RILLING, ETC.

z a

• c

~

r c

Sp1i 2"

'18 '

Spoo 8

ler loss 100%

7 18'10 r 161 60

• '. : 7 Dense.

18' 8" 151 70 12' More shells.

2.5'-78.0' S~~D:

White, fine to medium, silty, loose

• 3.0'-72.5' SHELL:

Calcareous, white with silty clay matri,

dense.

65 75 1

331 HOle No ------

Site Cooling To~yer 7-5/8" II, Siz, -

Some limestone, very hard.

As above.

131 90 95 30 24' 30' 28' 111 30 25' 121 itch r 4"

II c

c SHEET 3

OF 5

It PROJECT Alvin. W. Vogt1e Site 331 HOLE NO

.\\2.;"

NOTES SAMPLE DATA z

ON WATER TABLE

~

0

~

CLASSIFICATION AND oelt III a:

5 A.

C

~ -'

o~

u

~

LEVELS) WATER RE-

-' w

%0 Z

IU

..J PHYSICAL CONDITION.

c 0

8 ~

liii 0

III Q

TURN, CHARACTER OF to- 0 U

..J

~..

~

en a.

III DRILLING"ETC.

c II:

SAMPL t

c p1it 4 :. 10 Ci 2"

18 0" poon '

. : : T helb. 3" 1"8 '10 '

78.0'-84.0' SHELLS:

Tan, calcareous, in silty clay plit 141 80 matrix, hard.

C poon 2"

100 8" a" 8"

84.0'-155.0' ~:

Gray-greeI:

Set 86' of 6'~

p1it 85 calcareous, inorganic, sill casing.

poon 2"

100 6" 6" hard.

6" 331

. HOle No ----__

Site Cooling To~yer 7-5/8" -

5"'

Holt Sizt -""'"""-........----

(

(

c Limestone fragments.

As above.

Slightly sandy, very stiff.

Hard, limestone layers.

155 145 135 125 71 81 140 30'26' 91 130 30 '28,101 120 Pitc er 4"

SHEET 4

OF 5

ROJECT Alvin w. Vogtle Site 331 HOLE NO NOTES SAMPLE DATA z

C*

ON WATE R TABLE 0

CLASSIFICATION AN 0 cft III 5

t-CD ac CL 0

LEVELS) WATER RE-o*

u

~

.J au

0 z

...I PHYSICAL CONDITION.

8 ~

0 Q

TURN, CHARACTER OF t;;

u

.J en III ORILLING I ETC.

2 I

C c

331 Hole No --~--

Cooling Tower 5"

Holt Sizt -..--.-----

- -"-~

5 SHEET__S OF HOLE NO 331 CLASSIFICATION AN 0 PHYSICAL CONDITION.

ISAMPLe)

It PROJECT Alvin W. Vogtle Site

~. :

NOTES SAMPLE DATA z

-"'~

ON WATER TABLE

~

0 aft III a:

5 LEVELS) WATER RE-

~.J o~

U III

.J W

%0 Z

~

~

0 0...

t;;

~

IIJ TURN, CHARACTER OF III 0

e 0 u

..J z~

2 1&1 III DRILLING, ETC.

c a:

~

c c

c:

Grouted up fhrough clay.

Pitc~er4" 130' 22 1

61

~

.~

160...:: : : : : UD

-" * -tL4

~-----

155.0'-191.5' S~~:

Dark gray, silty, firm, medium to fine.

Bottom of Hole 161.5' 331 Hole No -------

Cooling Tower Site ----..;..;..-----

5" Hole Si z e --:::..-------

BECHTEL

' S HEET...LOF~

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 TEIeD - Hi J ey 198 188 178 13 I

NOTES l&I)- PRESSURE TESTS

~

ON WATER TABLE a: Q:.

C LEVELS. WATER RE-8 ~

~ 2

~ ~

l&I:

~

TURN, CHARACTER OF

• ~

~ n: : ~

~ i

~

DRILLING, ETC.

~ a: 9

(!) et

i LLI Drilled to 76.0 ft.

• 208 using 5-7/8" tri-cone bit. 5 bags ben*

ton1te.

Cased with -:

4" casing to 75.0 fto:..-****-*-**

Cored with Longyear-NX barrel beginning :

at 76.0 ft.

8 bags cement used-for casing.

5 bags bentonite Iused for drilling.

Grouted to 15 ft.

with 5 bags of gro~....

Hole drilled to in-:

vestigate marl onl~

Uo samples 0 to 74 ft.

Solid rectangles represent spoon

~

samples.

HOLE SIZE 5 7/8"

%I-Q.

&IJ o..

5":--------

10"':---

1s....:-..----......

20-=-

25------..--

30-......**-...*..,.

35-

~

CLASSIFICATION AND 3

PHYSICAL CONDITION I SAMPL!I 0-74.0 ft. OVERBURDEN:

Sand, silt, and clay.

Ha.E NO.

501 SITE !mit 1 Heeeror

-\\

12/10/73 Amendment 13

HOLE NO. __

5o_1 PROJECT A.

W. Vogtle Nuclear Site SHEET 2

OF_6__

1 CLASSIFICATION AND PHYSICAL CONDITION HOLE NO. _5o_1 SITE Unit 1 Reactor 73.0' Cuttings and 1-1/2" piece of shale.

74.'-150.'

CLAY (MARL):

Greenish-gray, silty, very calcareous, very firm,veakly cemented,massive, has hard moderately cemented nodules, can be broken by hard hammer blow, has shell fragments in some areas.

74.0',Clay marl. Gray, clay, firm with slight w~a~hering in upper 2'.

"o

~

[Sample I

%t-IL IIIo 168 40-......-

-- ~

45-:-...-----

158 50-:-....--..--

55-......------

148 60--..----..--

65------..--..

138

• 70-23 z-z 22

~

z*

-2 CltG:

CIt.

9° PRESSURE TESTS SS 1 _ 4 lllJU:II'1 58 9-9-2 ~ 24

.. i-'Lil f7 S HOLE SIZE S 7/8 t1 NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING. ETC.

Shells in return water in *68. 0 '

Spoon Sample Spoon Sample I

......--..-..-------....-...-........-......--.-..--....0-..-........-

67.0' 100% water loss.

174.0 12/10/73 Amendment

~3

A. w. Vogtle Nuclear Site 3

6 1

~

~:

Gray, CLASSIFICATION AND PHYSICAL CONDITION HOLE NO.

501 SITE Unit 1 Reector 112.0' Broken zone 2" mech-anically fractured by drillin actioD.

103.-107' (goes to about 110' Has hard moderately cemented limestone concretions from 1/4".t o 1/2" size, core is crushed and broken from drill action.

4" p.iece of core, wpll cemen-ted.

96.0-96.4' Thinly bedded mod-erately ce~ented layers Broken 1/8 to 1/4" pieces.

3" thick broken zone mechani-cally fractured by drill acti 82.5-83.5' Hard,well cemented limestone nodule, not broken.

"o.J 85 105 95 98 128 80 118 90 108 2

2 2

10 10 z-z w-2 2 t=

2 5

5 eaka e out asin

• 114 139.

5 10 15 20 25 ooo oo o

5 o

10 15

• S °ght t

of 88-113' 78 92 82 66 44 17 100 NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

76.0-14" recovery 4'3" recovery 107'10" 113'4" 5' recovery 103.3-4.1' recovery 83.0*

3'10" recovery Core loss due to soft layer at about 86-88 9'4" recovery 88.0 8"

89.0 4'4" out of 4'4" I

It.

HOLE SIZE _.....__

12/10/73 Amendment 13

SHEET-L.- OF 6

HOLE NO.

501 CLASSIFICATION AND PHYSICAL CONDITION 100 55 150'8" PROJECT A. y. Vogtle Nuclear Site NOTES PRESSURE TESTS z

ON WATER TABLE w~

w 0

~

e:t LEVELS, WATER RE-

~'"

z c

z 0

0>

-2

).

-z u O

a;

i

.J TURN, CHARACTER

~~

CI'IG:

w-1&1 en.

~G:

2 2

.J OF DRILLING. ETC..~ go

~

1&1 A.

Water test 0

5 2

72 0

10 5

114 - 139.0 ft.

0 15 5

0 20 5

0 25 10 120'8" 38 12 10/10 recovery 130'811 78 5'5" recovery I

.1 55 135-150 0

5 2

0 10 5

0 15 10 139.0 ft.

140. 7-68 6'9" recovery 68

. ~ : 1 50. 0 ft.

Soft material,. sand in a clay matrix, medium grained, dark gray-black.

HOLE SIZE _NX HOLE NO.

501 SITE Un1 t 1 Reactor 12/10/73 Amendment

~3

A. W. Vostle Nuclear Site t III SHEET 5

OF fi

" PROJECT~--.Iiii'---~"""-'-'-

HOLE NO",_5.....0.....,1 HOLE SIZE -..NY-....-__

1 Firm Coarse sand, CLASSIFICATION AND PHYSICAL CONDITION HOLE NO. -.-.50.,.1 SITE Hnj t 1 leector 181.0' SAND:

dark gray*

175' 8"-3:.7*7' 2" S~~:

Medium grained, dark gray sand

• Silty.

165'8"-167'2" 5~~:

MediuDJ

grained, brown~ck, slightly silty sand.

170'8"-172' 2" SA1~D:

Slightly more silty than above sample sand.

150'8"-160'8-SAND:

gray-black 8aD~

'Wa shed out.

SampleI Zt-e.wa

** 1-*

48

~6O-:*.r "

0 til I"

• !ole

~6'5-I*"

"to:

-"10

- 0: *

-~-..

38

~70-:.:* ~ :

~ ". "

f'o';

I-0 l75- ~

. "rl

_0 0*

28 tI.SO-:

I-0

~

.1II

.. *1-

_. Ie 0

Ie a.SS-: :

0

.. 0 Ole

":_to.

• I' 0

0

~"

18

~9O-:.

r*

1 I.. I:

-r..-.

z

-z w-22

~

z 0

-2 en a.:

en.

9~

1.4 laO=- 2"

~O-68

1. 4 aoo-re 165' 8" 1.4 100*~"

47-6(-76 175' 8"

,-,n' I~"

181. (

1.4 100-1' I

..,~

CEW 0>

u O

~~. ~

..t----+---......-~--~

58 55 55

..~ --+---+----t~-....

S5 Spoon sample Spoon sample Spoon sample Spoon sample 160'8" 190'8" NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

I.

12/10/73 Amendment 13

6 SHEET 6~_ OF _"'""-_

HOLE NO. _5..Q~1 PROJECT A

W VOitJp Nuclear Site CLASSIFICATION AND PHYSICAL CONDITION Attempted coring 195'8"-

206'8",recovered very little medium grained sand.

206' 8"- 208' 0" SAm>:

Medium (coarser) sand grains with medium gray clay*

~lo..:--..----*..-....*..--

1-.

Iii'

~Oo.-:.. '-....-

I 205-=

• t-

",'It

'.~.

8 206 £.'

14 55 18" recovery TD=208.0 ft.

195'8" 206'8" Spoon sar.tple NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

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 COMPLETED8-15-73 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.

~

LEVELS. WATER RE-8~ - ~

~ ~ w!

~

TURN. CHARACTER OF ~ ~

~ a;.: ~

~ s

~

DRILUNG. ETC.

a:: 9 CJ l

~ 2

&IJ Drilled to 83 ft. :

using 5 7/8" tri- :

cone bit.

Set 4" casing to-83 ft. depth.

Began coring at 83.5 ft. with a Longyear NX barrel.

Had 100% water loss at 72.5 ft.

Used 4 bags ce1De~

for casing.

~-..

Used 4 bags ben- --

tonite for drilling.

Hole was back-filled to 35 ft.

depth with 5 bags:

of cement.

Hole drilled to inveLtigate marl only.

No samples-o to 3S ft.

I HOLE SIZE 5 US" 12/10/73 Amendment 13 211 201 191 181

%t-CL Q

5------*-**

10-*-**--*..

IS-:---------

20---..*-*....-

25---**-----

30-:***--

C!J CLASSIFICATION AND 3

PHYSICAL CONDITION I SAMPLEl 0-82.5 ft.

OVERBURDEN:

Sand, silt, and clay.

HCl.E NO...5....02 SITE Cener'l

SHEET 2

OF 4

PROJECT I. W. Vogtle Nuclear Site HOLE NO.

S02 NOTES

> PRESSURE TESTS z

ON WATER TABLE w C 0

x

~

<<=>>

LEVELS, WATER RE-a: W z*

~

Z t-o CLASSIFICATION AND 0>

-2

-z CL u O Ia; w

..I TURN, CHARACTER

~~

Cl'JA:

w Q

PHYSICAL CONDITION CI'J.

2 2 OF DRILLING, ETC.

• a:

9<:>>

fA:

~

w rSAMPLE1 Solid 'r ec t angl es indicate spoon sample**

40-:

171 45-:

SQ-I

~

152 5

sample 5.2.5 ~:

Yellow-green, 1

Spoon

- 5S 1.4 44-30 ~2S calcareous, uniform

• 161 55-

,c;7~ '

Spoon sample

- 5S l..'+

17-19 ~l5 57.5 CLAY:

Green-brown, calcare;;us J uniform.

60-=

62.5 Spoon sample 62.5 CLAY:

Green-tan,

- SS 1.4 17-17 ~18 ca1care;;us, uniform*

65":

151

• 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

OF 4ii1-..._

HOLE NO.

502 PRESSURE TESTS CLASSIFICATION AND PHYSICAL CONDITION oo-'

Zt-Ao IIIa zo

~

s III-'

III z

-z 22

~.

NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

Spoon sample Spoon.sample.

Began coring 83.5 100.5 I..

HOLE SIZE.

5 718" ss o

82.

o 10 3

95 0

20 5

o 25 10 100 100 14.5 139.

121 9

77.5 Horecovery.

82.5'-146.' ~: Silty cla.

gray, calcareous,massive.no

bedded, f08811iferou.~

varies from com-pacted to moderately well cemented.

Occasionally be-comes very ltmy, well cemen ted nodules. 4 to 8 inches thick.

!tar1 can be broken by finger pressure.

Nodule can be broken by hard

.h~ e _

blow.

HOLE NO. _SiIIIIQ2111111e-._

SITE Gener.l 12/10/73 Amendment 13

PROJECT A. W. Vogtle Nuclear Site SHEET-.iilI4~_OF 4

HOLE NO. _5_0_'

CLASSIFICATION AND PHYSICAL CONDITION 148.0 SAND:

Dark gray to black, fine to* medium

&rained. s11ty,.

clayey

• non-calcareous, massive. uncemented, moder-ately compacted.

Not re-active to BeL acid.

121-125.0 MARL:

Contains occasional limy, well cemen-ted nodules 4 to 6 inches thick which causes slight grinding at marl-nodule boundary.*

oe

.J 40 81 35 71 45 130 26-4-6" 91 25 20 2

S 10 2

5 10 10 er 1 ss in 0

10 15 20 o

oo z*

-2 enca:

en.

Se:.

40 55 1.4 we c'"

0>

uS

~...

• c 100 137.

o o

o

• 0.5 20

• Slight wa 80 san.

100 100 100 TD-150.0 ft.

116.0 Core broken by mechanical action of the dril

• 100 144.

139.5 124.5 NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

134.5 129.5 Lost major part of

• run due to the UD-cemented nature of the sand.

.....~......._-----~-.....--'1---+--'t"---. 50 I

HOLE NO. _5....

02 SITECORor.'

NX HOLE SIZE 12/10/73 Amendment 1.3

HOLE NO....5...03 General 0-63.5 ft.

OVERBURDEN:

Sand, silt. and clay.

(D CLASSIFICATION AND 3

PHYSICAL CONDITION I SAMPLEf 5

10-:------

15-:.---..-----

20--..---..-*

25":*-....-----

30--..-..--.....-

184 164 174 Drilled to 60 ft.

with 5-7/8" tricone bit 4 bags bentonite -:

used.

No cement used.

4" casing set to 60 ft.

Used Long-year NX barrel.

Began coring at 62 ft.

Backfilled to 34 f~

with 5 bags of cement.

~....--

I~le drilled to investigate marl only.

No sample 0-62 ft.

Solid rectangles indicate spoon sample..

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=

LEVELS, WATER RE-8 ~ ~ 2

!; -=

LIJ.!

I 8

en A: :0

~

I TURN, CHARACTER OF ~ IIJ eng

• .. e;

~

~

DRILUNG, ETC.

• a:

~ d:

lIJ a

HOLE SIZE S 7/8"

~

12/1~/73 Amendment 13

4 PROJECT A. w. Vogtle Nuclear Site NOTES PRESSURE TESTS z

ON WATER TAB.LE weE III 0

Z LEVELS, WATER RE-Ir:III z

a:

z

~

t-o 0>

~.

uB

-2

a;i

-z

~

III

~

TURN, CHARACTER inA:

w-III

~w In WA:

!2

~

Q OF DRILLING. ETC".

o IE 9~

III A-t-

CLASSIFICATION AND PHYSICAL CONDITION 154 40 45 I

144 50 1.:

55 8.0 HOLE SIZE 5 7 Is" & NY SS 55 1.

12-6-19 HOLE NO. _5_0_3__

SITE General 58 ~.t-12l. 5'

~1ARL: Clayey si 1 t,

gray, very calcareous, very firm, weakly cemented, massive has hard moderately cemented nodules, core can be broken by hard finger pressure.

Nodules are broken by hard hammer blow, has shell frag-ments in some areas.

• slight loss out top of ca8inl_

052 o

10 5

o 15 5

o 20 5

25 5

50 100

.........oW+.................---f" 100 67.0 72.0 Began corin~ 62.0 Core all in one piece.

Spoon Sample 12/10/73 Amendment

~3

_I A. W. Vogtle Nuclear Site 4

HOLE NO.

5Q..3~_

SITE General ClASSIFICAnON AND PHYSICAL CONDITION 100.0

}~RL: clayey silt,

--limy, easily scratched with fingernail, massive, non-bedded, fine to medium grained, intermittent!

fossiliferous, gray.

88.0 stained joint at 88 ft.

oo-'

z..

A.

IIIa 75 10 85 95 zo

~

~

III-"

84 104 90 114 80 5

10 10 00-22.0 94 o

20 o

25 4

30 81 -

lOW

",e CE'"

0>

uS

~w II:

80 31 23 30 00 25 53 NX 102.0 112.0 77.0 97.0 92.0 87.0 NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC.

107.0-112.0 5.0' recovery 112.0-117.0 4' recovery I' 3" recovery 1'7" recovery 2'3" recovery Slightly more diffi cult drilling some sli~ht blackings 82.0 2'7" recovery.

Average core length is 3 1/2" 102.0-107*.0

• 5. 0' recovery Average core length 12-14".

00 107.0 o

20 5

o 25 10

.....--------......--w--...~

30*

10 slig t

Ie kage ut top f ca ing I

It

~

HOLE SIZE 12/10/73 Amendment 13