ML071700788

Ground Water Supplement. Chapter 3.2 (Continued)

ML071700788
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: ML071700788 (48)

Text

SHEET 4 OF 4 PROJECT A. w. Vogtle Nuclear Site HOLE NO., 503 NOTES > PRESSURE TESTS z ON WATER TABLE w~ 0 "o-'

LEVELS, WATER RE- ~'" z ~ Z ~ t-

-z CLASSIFICATION AND

=;

0 o~ - : I  :) 0 A.

TURN, CHARACTER Uu en A: w- :Ii III en. III a PHYSICAL CONDITION OF DRILLING, ETC. *~'"

Ck 9" ~a.: 2:1 -'

&II A. ~

~A ofPT.J

---.-~

117.0 2'1" recovery

-..- 43 74 ~2o-..

.- ~~

-.. ~

122.0 .. ..

-- --: -.. ~

121.5 ~ dark gray to

~, 00 o! black medium grained, some 0~ :.

- clay contact established

,I 7" recovery Ie ~:

with core barrel

• Generally

-: 12 125"': . ..

I- :00 0:

.

~

a sandy silt of moderate

.... .: ~~ .

plasticity.

--.. :. :~.. ."

'0

~

--.. -- ~ ::

- ~

"0 130.0 64 n.30 -

= ,,::

TD 130.0 ft.

=

-...- 1 13'5:

-.... l40-=

--.... 11.45-:

~50":

HOLE SIZE ax HOLE NO. 503 SITE 'ilR8l'al 12/10/73 Amendment ~ 3

BECHTEL SHEET-LOF..L..

GEOLOGIC LOG OF DRILL HOLE HOLE NO. 504 PROJECT A. W.VOGTLE NUCLEAR SITE ANGLE .fRC)M HORIZ. 90 BEARING ,',

LOCATION Nl 144.l..3S-. E....6..22,6'] BEGUN 8-17-73 COMPLETED~.~

OVERBURDEN 84 it. DEPTH DRILLED INTO ROCK 50 ft TOTAL DEPTH OF HOLE 186. sre, ELEV.WATER TABLE - NO.CORE BOXES 3 NO. SAMPLES TAKEN _ _ 7 __

CORE RECOVERYl*,.) 88 % FEET MODEL a MAKE OFDRILL_CME _ _5_5~~~~~~~

GROUND ELEV_~14.61 ft. HOLE LOGGED BY P. Yen DRILLER CLEO IVY & LEt~IS ro.

NOTES III >- PRESSURE TESTS z ON WATER TABLE a: a: z . ~  % CLASSIFICATION AND

. ER RE- 8 ~ - ~ ~...: IIJ! :l

(!)

LEVELS, WAT I-g PHYSICAL CONDITION TURN, CHARACTER OF ~ §  ?£ E*~ 2 ~ ~

eL

&II ISAl1PLE1 (1)9(1)

DRILLING. ETC.

• a: ~.: i= i LLI Q

Drilled to 85 ft. :

• ** 0-84.0 ft. OVERBURDEN:

using a 5 7/S"

• Sand, silt and clay.

tricone bit. -:

Cased (4") to

--.*. 5- *-

85 ft.

Degan NX coring at 85 ft. - -....

--* 205 10--

Used no cement.

Used 5 bags __ --

bentonite.  : ..

Began coring at

-: 15-*

85 ft. with a  :

longyear ~X -- --*

barrel.  :

195 20-

~

100 %  :

IJater loss @ 20 ft ~

Backfilled to 23 ft. with 5 bags*

of cement. ..:

-- 2S -:

Hole drilled to investigate marl - --

only. No sample :

taken 0-85 ft.  : ...-.

- 185 30 -:

Solid rectangles :

indicate spoon  :

sample.. -:

--- -. III HOLE SIZE 5 7/8" HOLE NO._S..Q....

4_ _

SITE General 12/10/73 Amendment 13

SHEET 2 OF S PROJECT A.W. VOGTLE NUCLEAR SIn HOLE NO. S04 NOTES > PREsSURE TESTS z ON WATER TABLE LEVELS, WATER RE-w

<<w z . cw CE

,:,. Z 0

t=  %

t-

..,o 0>

yO -2 cn-: -z ~ A- CLASSIFICATION AND

.J TURN, CHARACTER

'".J

&AI Ut * .. en."

UtA:

PHYSICAL CONDITION o:l~ ~A: !2 I

Q OF DRILLING, ETC. cr: 9~

t- '" ~AlfPLE

~

-..-- 175 . 40"':

--..- 45 -:

-- 165 50 ..:

- --- u, 3 55 -

155 60 -

65-:

--- 145 70-HOLE SIZE 5 7/8 " HOLE NO. 504 SITE General 12/10/73 Amendment ~ 3

tI PROJECT A.W. VOGn.E NUCLEAR SITE SHEET 3 OF' HOLE NO. --.2_04___.._

S NOTES >

ON WATER TABLE LEVELS, WATER RE-we c0>

lll z*

-2

..,a CLASSIFICATION AND TURN. CHARACTER uS en a:.

en

~

PHYSICAL CONDITION OF DRILLING. ETC. *~'"

c 9~

Shaly clay materia in return line.

Yellow green clay

~ith shells 1n return line at 135 80 80.0 ft.

- Be g~an -c o-ri n-g-85 ~t. -- - -- - - -- - -- -- -

84.0 Spoon Sample 551. 0-50 5" ,

84:0-134. JtfARL: Gray. very 85 firm conpact~c!ay. Very 4 ft. 87 99 calcareous. Weakly cemented, recovery.

silty, massive,has hard moder-

' SO 0 10 2 ately cemented nodules, marl 0 15 2 can be broken by hard finger 90 ft. 0 20 2 pressure, nodules are broken by 0 25 2 125 90 hard hammer blow. Has shell

• 30 1

fragments in some zone.

3 4 ft

• tecovery.

,95 ft.

80

, l 95 - 103 ft. LniESTONE: Nodule 3'6" recovery. alternating layers 2 - 3" thick -cemented limestone in some core loss due 70 to grinding. Hard a 10 2 the Darl.

& soft layers 10C f 0 15 2 0 20 2 115

• 25 4.0 ft. recovery.

100 105 ft.

Core length:

Broken 4-10" 5.0 recovery 100 o 10 3 o 15 2 110 ft.

• 20 105 100 lIS ft.

.11I

- HOLE SIZE 5 7/8" 6 NX

• slight loss out top of casing HOLE NO. 504 SITE General 12/10/73 Amendment 13

SHEET 4 OF s _

A.tJ.VOGTLE NUCLEAR SITE PROJECT

- - - - - - - - - - - - - - - - - - - - - - - - HOLE NO. _5_0_4 _

NOTES > PRESSURE TESTS z ON WATER TABLE

.LEVELS,. WATER RE-LtJa:

a:'" z .

&II a: . z 0

~ ...

% ~

0> -2  ::)

-z 0 CLASSIFICATION AND yO  :> CL TURN, CHARACTER enG: ~; &II ~

PHYSICAL CONDITION

!2

&AI

~~ en . 0 OF DRILLING, ETC. o a: ~e: ...

~

9~ &II CL Recovery 5.0 ft.

100 118 -130.

Average core IS" a 10 10 120

• 15 ]0 95 20 10 1 135 0 10 5 125 0 15 3 0 20 5 0 25 5 10 0 30 5

• 35 10 130.0 85 Recovery 3.5 ft.

Core loss at 134ft!'

Sand will not stay 70 in core barrel.

135.0 134.0 SAND; gray medium grained dark.

r~o recovery Non - calcarious.

in sand. a 140.0 140 140-141.5 ~: dark gray, Spoon sample 551. 100= " medium gra1ned, * *non-ca1cariou 44.5 144.5 - 146 ~: medium Spoon sample ss 1.4 100- " grained, medium gray, .

non-.calcarious.

49.5 149~5 - 151.0 SAND: medium Spoon sample S8 1.4 100- fI 65 grained sand, gray. clean, very slightly silty.

HOLE SIZE ......_

HI

• slight loss out top of casing. HOLE NO.....S~O....4 _

SITE (jene r a l 12/10/73 Amendment 13

_I PROJECT A.l~. VOCTLE NUCLEAR SITE SHEET 5 HOLE NO.

OF S 504

>- PRESSURE TESTS NOTES z ON WATER TABLE W~ w 0 "0-'

0> z . z .

SEW LEVELS, WATER RE- -2

~

>. -z ~ CLASSIFICATION AND uS

. !2 cn-:

TURN, CHARACTER CIt A: cncn w-  ::Ii w w

~w CIt. 0 PHYSICAL CONDITION OF DRILLING, ETC. ~

9" ~a: -'

w SAMPL Spoon sample 5S 1.4 100- " l~own-gray medium grained, non-calcareous.

no recovery in sand due to 60.0 uncemented nature 55 60 of the sand. lIiO.O ~.

ss 1.4 100- rt Spoon sample 65 70.0 45 70 170 ~: medium grai.ned, Spoon sample 5s1.4 100= \I dark gray. non-calcareous.

I~.

No* recovery.

17 175.0 ~.

Spoon sample 10" No recovery in sand ~-.....--+--....... 35 18 180.0 ~.

Spoon sample 185.0 ~: medium grained, Spoon sample j dark gray- black, slightly silty, non-calcareous.

TD

• 186.5 ft.

__

• HOLE SIZE NX _ 50 45 . -_ _

HOLE NO....... llliii SITE General 12/10/73 Amendment 13

B ECHTE L SHEET -'--OF~

~FnlnGlc LOG OF DRILL HOLE HOLE NO. 505 A.W.VOGTL! WU~L'l'.XR SIll PROJECT ANGLE FROM HORIZ. 90 BEARING __-.....--~_

LOCATION N 1147 040 E 622 299 BEGUN 8-23-73 COMPLETE~-3]-73 OVERBURDEN 147 ft. DEPTH DRILLED INTO ROCK 40 ft. TOTAL DEPTH OF HOLE 201.5 ft ELEV. WATER TABLE NO. CORE BOXES 4 NO. SAMPLES TAKEN __ 4__

CORE RECOVERY(-/.) 99% FEET 39.6' MODEL a MAKE OFDRILL_...;.C";;,,,;ME~5..;;.5 _

GROUND ELEV. 241.9 ftHOLE LOGGED BY F.YEN DRILLER CLEO IVY-tETCO NOTES lIJ >- PRESSURE TESTS z ON WATER TABLE a: a : . g ~ CLASSIFICATION AND LEVELS, WATER RE- UO 8~ ~en 2a: ~~

en LaJ ~* r-

~ 3 PHYSICAL CONDITION TURN, CHARACTER OF

• en . *.. :i ~

.. I t~UPLEl lIJ a: 9 " cf'"

1.1 A.

DRILLING, ETC. 0' i= i ~

5 71B!' tricone bit-used to 147 ft  :

o - 147 ft. OVEP~URDEN:

Lorigvear NX barrel-.. -- Sand, silt, and clay.

used for core reco~ery 4" casing to 147 ft.

-* s-:..

8 baGS bentonite used for drilling **

No cement used for casing.

- .* 212 10-

-"... -- 13 I Began casing 147 ft.

- 15-Backfilled to 7:£t; with 5 bags of  :

cement. -:

t-:ater tested "~ith,,:

double pneumatic ~

202 20-packers at 10 ft. :

intervals with -=

packers at 12 ft. -

spac1ng.

25-Hole drilled to investigate marl :

only. No samp1es-: 192 30-:

taken. 0-147 ft. :

Solid rectangles -:* -- ...

indicate spoon-samples. --

35-:

HOLE SIZE 5 7/8" HOLE NO. 505 SITE General 12/10/73 Amendment 13

I PROJECT NOTES A. 1-1. VOCTL! NUCLEAR SITE SHEET 2 HOLE NO.

OF 50S 6

>- PRESSURE TESTS z ON WATER TABLE w CE III 0

!i,., "o CElli z*  %

CE t-LEVELS, WATER RE-en.,. ..,-

Z

-2 8~ CIt A: cn-:

~.

-z CL

.J CLASSIFICATION AND TURN, CHARACTER III

~~ CIt. !2 III PHYSICAL CONDITION go Wca: 0 OF DRILLING, ETC.

I SAUPLEI

~

• CE t-CL

-*.. 182 40-:

45-

--* 172 50--

.. -- 1

--. 55--

162 60-65-..

---.. 152 70- -..

It . HOLE SIZE 5 7iS" HOLE NO. -...5.0..5..-.__

SITE General 12/10/73 Amendment 13

SHEET 3 6 OF PROJECT A. t~. VOGTLE NUCLEAR SIT!

HOLE NO. 5°5 NOTES > PRESSURE TESTS z ON WATER TABLE we w 0 111  %

z .

...a 0: lie LEVELS, WATER RE- 0> -2 Z

-z ~ I-0 CLASSIFICATION AND u8 A.

~.

iii TURN, CHARACTER eftA:

0. ~;i w- III

~

PHYSICAL CONDITION

~..,

2:1 OF DRILLING, ETC.

• cr: ~A:

I

~

9~ t= w Q. ISAMPLE

-.... 142 80-:

-.... 85-:

--..--.. 132 90-:

. ..- 1. 3

-... 95-:

122 10e-

-. lOS:

-...... 112 118-HOLE SIZE 5 7/8" HOLE NO. 505 SITE General 12/10/73 Amendment ~3

SHEET OF 6 I A.W.*VOGTLE NUCLEAR SITE 4

~ PROJECT _

I' HOLE NO. 5.... 5 0 .... _

NOTES z ON WATER TABLE o x o z .

LEVELS, WATER RE-TURN, CHARACTER

-:I CIIA:

CII.

~

~ ...a

~. o CLASSIFICATION AND PHYSICAL CONDITION 9"

.J OF DRILLING. ETC. III Water loss 100%

at 120 ft.

102 12 12 Sampled at 130 92 13 no recovery (still in shell) 13~

32 14 4" casing - cased to 147.0 very toug marl. 147'",:,187' CLAY-HARL: Gray to greenish-graYi s i 1ty,very 146. Spoon sample 14 calcareous,very firm,weakly no r ecovery cemented,massive,has hard mod 147.0 S8 erately cemented nodules,marl can be broken by.hard finger Broken 2-16" 5 5 pressure, nodules by hard 10 12 hammer blow. Shell fragment8-100 15 10 72 15 11;1 some zones.

los out top 152.0 sing 1/2 m.

154.0 MARL; 3" piece very hard Broken 2-8" hard marl, light gray, and soft marl 100 fine II

• grained~

HOLE SIZE S 7/8 & NX HOLE NO. 505 SITE . 'Gene r a l 12/10/73 Amendment 13

SHEET 5 OF ...-..6~_

PROJECT A.l~ *VOGTLE NUCLEAR SITE HOLENO. __5~O_5 _

NOTES > PRESSURE TESTS z ON WATER TABLE ""a: w 0 z o z 2* a:  :) .. z LEVELS, WATER

• RE-TURN, CHARACTER 0> -

uS enen.a: en.,. -z en-: &&,1-

~

Ii

~

A.

w ...

o CLASSIFICATION AND OF DRILLING, ETC.

• a: 9~ ~D: !:I

~w A- t-

~

0 PHYSICAL CONDITION 152-157.0 MARL: Medium gray 157.0 157 167 . ~o light-gray, hard to very 0 5 5 hard marl. begins to show 0 10 5 ).ess coquina.

10 - rout 15 top 16

. ~2 t~at 162.0 of casin Broken, hard & soft zones.

10 166 178 167.0 0 5 5 0 10 10 Slight core ~rindi 0 15 5 168.5 - 169.5 99 20 52 ater out t p of ca ing. 172. 2 ~1ARL: 1/2" line of 172.0 broken shell and carbonaceous 1:

Core length material in the marl.

Continues uniform.

Zroken 2-14" 98 175 137 Aug 10" 0 5 5 177 .0 0 10 10 0 15 . 10 Core length Broken Aug 6-8" 0 20 5 25 10 42 t*]a er ou top 182.0 . of casin Core length 2-2u 11 Aug 12!'

Br.oken .

10 187.0 187.0 SAND: medium grained, dark gray, silty, Sampled 3 ft. with non-calcareous.

no recovery in san o 190.0 Spoon sampl

• 190.

32 190-~9l.5 SAND: non-No recovery in ss 1.4 25-75 16 15 calcareous, dark gray sand with core 6 medium grained.

barrel 0 195.

HOLE SIZE _NX _ HOLE NO. _5_0-.5 _

SITE General 12/10/73 Amendment L 3

t I PROJECT A*tol.VOGTLE NUCLEAR SIT!

SHEET HOLE NO.

6 OF -.6_ _

505 NOTES )- PRESSURE TESTS z ON WATER TABLE w CE 0 "o...

III  %

z -. a: .

z ~ ..,eLt-

~w LEVELS, WATER RE- 0> -2 -z CLASSIFICATION AND u O

~

CIt -:.  ::Ii TURN. CHARACTER CIt A: .en CIt w- III a PHYSICAL CONDITION o~~ ica:

CIt.

.2 2 OF DRILLING. ETC. CE 9~ i=

Spoon sample ..- S5 1.4 68-3:

No recovery **

-.. 0 200.0

...... 200.)

22 200 - 201.5 SAND: clean, Spoon sample ss 1.4 lOO=~1t light gray, medium grained",

noncalcareous.

TD

• 201.5 ft. -.... --------~

I~ -*- -....

.-. 1 It ~

HOLE S:ZE NX HOLE NO. --..5....

S'ITE General 5_ _

0 ...

12/10/73 Amendment 13

BECHTEL SHEET-LoFi.-

GEOLOGIC LOG OF DRILL HOLE HOLE NO. 506 PROJECT A. w. Vogtle Nuclear Site ANGLE FROM HORIZ. 90 BEARING __- _

LOCATION Nt 146 698 E 621 067 BEGUN 9-14-73 COMPLETE09-20-73 OVERBURDEN 92.0 Ft. DEPTH DRILLED INTO ROCK 69 ft. TOTAL DEPTH OF HOLEl78,0 ft.

ELEV. WATER TABLE NO. CORE BOXES 4 NO. SAMPLES TAKEN 2 ° CORE RECOVERY(*/.) 83% FEET 63 ft MODEL a MAKE OFDRILL __C_M_E.....5....5 _

GROUND ELEV. 172.7 ft. HOLE LOGGED BY P. Yen DRILLER Bil 1 Shp~lp!v _

,r. l l U NOTES l&J > PRESSURE TESTS z ON WATER TABLE a: a: * * ~ x CLASSIFICATION AND LEVELS. WATER RE- 8~ ~ :I !; ~ ~.! ~ t-e, 3

(!)

PHYSICAL CONDITION TURN. CHARACTER OF 8 ~ G: : eli ~.~ ~ LtJ DRILLING, ETC. ~~ 9 ~ ~ 0.: ~. ~ o fSAl1PLEl 11.1 Rockbit 5 7/S" to marl at 91.5 ft. ~

• - -- 0-92.0 ft. OVERBURDEN:

sand and clay.

Set 4" casing to --.*. 5"":

91.5 ft.

Drilled ~ith Dud in marl mak Lng 5 ft :

runs \/i th 10 ft.

Longyear samplin~ --* 163 . 10-=

barrel, !-;:<.

0-'- -

13 0*. ---

100% vat e r loss - -

at 45 ft.

--* IS"":

She 11 encoun te red  : -

at 35 ft.

• 153 20-=.

~

Regained 100i.

circulation at 93 ft.

-* 25-... -

Same water loss in sand --

Used approximately :

4 bags of bentonite-:

No cement used to  :

143 30-set casing.

Backfilled to 6 ft. :

with 5 bags of cem~

5 7/8" HOLE SIZE_.....-........._ HOLE NO. 506 SITE General _

12/10/73 Amendment 1.3

I I PROJECT A. W. Vogtle Nuclear Site SHEET 2 OF HOLE NO. S06 5

PRESSURE TESTS NOTES >

5

-. I:

..,e ON WATER TABLE ",

LEVELS, WATER RE-Kill z* W z .

>>. -z ~ ...z "

... CLASSIFICATION AND o~ -2 0 ,

TURN, CHARACTER . U u Wta: w-2

iii III Q

~

PHYSICAL CONDITION

~w 2 OF DRILLIN'G, ETC. 9° ISAMPLE I

~

• CE III

~

Water tested with *** **

loub Le pneumatic packers at 10 ft. -** -*

intervals. ..* *..

Packers were 12 apart.

ft.;

. l33 40..:

~

Hole drilled to investigate marl only. No samples

-.*. 45-

• 0-91.5 ft.

Solid r ec tangles -.... 123 50 ..:

Lndd cat e spoon samples.

,'-* - 55 ..:

-.... 113 60 -=.

-.. 65 ..:

-.... 103 70 -

- HOLE SIZE S 7/8" HOLE NO. ___.5...

06_...._

.~ $IT£ r9CDe r

• 1 12/10/73 Amendment 13

t A. v. Vogtle Nuclear Site SHEET 3 OF 5 PROJECT HOLE NO. S06 NOTES > PRESSURE TESTS z ON WATER TABLE we 0 z LEVELS, WATER RE-TURN, CHARACTER

~w o~

Uu z*

-2

lea: .B;i

~

t- z .

-z ~

Ii t-Ao W

"o

~

CLASSIFICATION AND 2 2 III a PHYSICAL CONDITION OF DRILLING, ETC. ;e~ 9~ fA: t=

.J w

93 80' 92.'-162.' CLAY-~UUUL: Gray to 85 greenish-gray,silty,very cal-careous, very firm, weakly cemented,massive, has hard moderately cemented nodules, marl can be broken by hard*

finger pressure. "Nodules by 83 90 hard hammer blow. Shell frag-

~poon Sample ments in some areas. ~

Began Coring 93.0 92.0 MARL:

93.0 Clay, t~!th sh~11s. 1 i~~

3'7"/4'3" Core lengt silty clay, massive, fine to broken and ground up medium grained,. gray, slightly 95 sandy.

Barrel blocked up.

c're Leng th 1/4-5!'

• 93-95.5 11ARL: is silty, slight

?" , " sandy clay, gray, has a mottle >>

2' 10" /5' 9"

• Core 1eng *s1 ght eak 0 t granular appearance contains broken and ground up top of c sing. small broken shell fragment Limestone nodules shows same unsorted bedding, 73 10 massive.

present in this run.

103'0" 95.5 t~: becomes uniform 103 - 11 gray clay, slightly silty, 20 5 moderately compacted, fine 25 5 grained, easily 9roken bv 30 10 drillin~ action, brittle, be~1n 35 10 to show limestone nodules, 40 5 marl itself is moderately limy

s. D scont nued and contains occasional shells 5' 9" /6' 0" Core lengt 1/4-8" * . and casts.

103-107 S~~D: calcareou8, imestone nodules compacted:--

ith some grinding. 63 111.9 3/4 inches thick layer 113'0" of charcoal.

Core length broken:

2-18 lwerage 4".

HOLE SIZE 5 7/8" , NX o 35 10 HOLE NO. 506 o 40 10*

No 10s8. Discontinued test. SITE General 12/10/73 Ame'ndment 1 3

I PROJECT A. w. Vogtl. l~uelear Site SHEET_ _4_ OF _5_ _

HOLE NO. so§ NOTES > PRESSURE TESTS ON WATER TABLE wK _ Z o LEVELS, WATER RE- 8KWi: z* =- .~ z Z- t- o.I CLASSIFICATION AND aer Ao TURN, CHARACTER tf fit a: fJ* 111- W o PHYSICAL CONDITION OF DRILLING, ETC. .

0 iii-f a

t:2 2 No grinding of core fossiliferous.

118.0 120.0 MARL: DOD bedded, silty Core length broken clay ~ .

2~14" average 5" Very littlegrindi 100 53 LIMESTONE: nodules 2-4" thick:

or abrasion. 96.8, 97.3, 97.8, 99.0. 107.0, 123.0 123 135 109, 110, 111.2, 111.4, ll1.S, 113.5,117.5,118.0,122.0,123.0.

Core length broken o 20 5 124.7,126.0,127.1 to 135.

2-13" average 6" o 25 5 136.0. 145.5.

No grinding ~f cor o 30 5 o 35 10 128.0 o 40 10 127.1-135.0 Ln1ESTONE: not I-..... ~ -...... Notes1 ss,

• D*scon inue nodular but appears to be Core 1en~th broken hard, very limy marl. uniform 2-16" average 6" light gray., massive, silty.

slight grinding at 43 127.0 133.0 133 145 138.0-153.0 ltARL: shows a

• ' 1-----------+--+---;--;----1 uniform appearance, Core length broken o 25 5 1 silty, firm, moderate cementa-2-14" average 6" 10 o 30 10 tion, .s uc ce pe Ib Ie to occasiona No core grinding o 35 10 mechanical fracture as a resul 138.0

• 40 5 of drilling action. Massive

's1ig t los out top non bedded, predominantly of casi gray clay.

Core length broken 2-14" average 6" No grinding 10 33 143.0 143 155 Core 1enRth broken o 25 5 3-20" average 12" o 30 15 No grinding *0 35 10 slig t Ie age ast 148.0 pack r an out op 0 11----------t--.

Core length broken asin

/

1 2

.Es imate' pill.

3-26" average 12" 154.5 1~: shows -ere It.e No grinding 23 content. broken shells and black specks of °carbonaeeoua 153.0 material. as a gradational transition.

Co~ length broken 2-20* average 12" 10 10 HOLE SIZE -.-I!IX~_ _

• 40 S HOLE NO. 506

• 811!~llAi*t3~t~:' SITE General 12/10/73 Amendment 13

s A. W. Vogtle Nuclear Site NOTES > PRESSURE TESTS ON WATER TABLE LEVELS, WATER RE-w CE CE'" z*

&II C Z

• z 0

~ ....z .,o 0>

uS II.; -2 ~.

-z CLASSIFICATION AND TURN, CHARACTER w- ~ ..J i~

III

• CE go

~w 22 C) PHYSICAL CONDITION OF DRILLING, ETC.  ;:

~

III

..... .. ~ 157.8, 159.0, 159.4, 159.7 t No grinding

.  :~ 161.*5 large 1/2" tJtick.8~11lOn 158.0 - .:~

-~

pink layers of shell. The marl itself becomes very Core length broken :  :~ fossiliferous, limy, firm to 2-12" avera~e 4" ..

Bottom part of run -: 81 160-:~ 161.5.

(in sand) was not recovered. 163.0

~ 161.5-162.0 ~ gradational

HJ

~

contact he~1nning at ~61.5

..- ~ .. " r:  :.  ::

with very limy gray-green clay becoming green to dark 9" recovery in sand .. 165 - ~~~j 15 -:1 ~.~ green clay with sand.

-  :-~~ ~:

Becoming slightly silty sand

~ ~~.

~ ~t 162.0, slight , amount of 168.0 .. t~r-~ clay.

12" recovery in sand-

.. -: ~ 1; .~

.. :: i-~ ~

.. -lj{l~

-.. 20 3 17Cl.:~:1 ~ 163.0 ~ pred(JUl~nant1y fine

..-  :{f

.. ~~~ grained, non calcareous, silty

~

non plastic. black. uniform.

173.0 11:; 1:

.. ~~: ~

_~:i

E: {: 168.0 SAND: as before but

~o recovery in san d.:

17~~~:;: moderately silty and black.

0

~

- $ :. ~

~  :~

.. .. r'-* .l l78.0 -~)~ 173.0 SAND: fine to medium 6S 1. ~ 400= 3" ..- - grained. slightly silty to Spoon Sample TD

• 118.0. ft. l8~ clean sand,

_ calcareous, chietly q~artZt

.. *

• vitreous, light tan color.

-.-*- 18~

-..*.. .. 190:

HOLE SIZE _NX _ HOLE NO. 506 SITE General 12/10/73 Amendment 13

BECHTEL SHEET-LO~~

GEOLOGIC LOG OF DRILL . HOLE HOLE NO._-

PROJECT A. W. Vogtle Nuclear Site ANGLE FROM I-K>RIZ. 90 BEARING _

LOCATION N I. 145, 504.5 E 620,633.5 BEGUN 9-4-73 COMPLETED 9-13-73 OVERBURDEN 111 ft. DEPTH DRILLED INTO ROCK 67.5 ft. TOTAL DEPTH OF HOLE 191 0 f ELEV. WATER TABLE - NO. CORE BOXES 4 NO. SAMPLES TAKEN_....;;I4 _

CORE RECOVERy(e/.) 85% FEET 57,5 MODEL a MAKE OFDRILL CM_...,;I.;;,;:;;;E....::5::;",;;:5 _

GROUND ELEV. 211,83 ft, HOLE LOGGED BY P. Yen DRILLER Cleo Ivy I EICO NOTES l&.I >- PRESSURE TESTS ~

3§ ~

ON WATER'TABLE ~ a: ~. i=  % CLASSIFICATION AND

~..: 11.I: 3

(!)

to-LEVELS, WATER RE-  :::E ~ Q, PHYSICAL CONDITION TURN. CHARACTER OF w ~: ~ ~ ~ ~ L&J DR ILLI NG, ETC.

0 0' a:: 9 '" s: .... ~ o I SAMPLEI '

L&J Casing to 112 ft.

0-112.0 ft. OVERBURDEN: Sand, with 4" casing.

silt and clay.

Drilled to marl 112 ft. using 5 7 IS!.

tricone bi e , no. -* .

samples.

• 5-100% wat e r loss at :

60 ft.

Drilled with 8 bags.* -

of mud. ' ~ o cement~ 202 10-*

used to se t ca s Lng ,-

100% wa ter return :

1.

I --

after casing set . ..:

Sligh t water loss

• in sand,before  : -..

casing set. -=.. -

15-Encountered shell-:

limestone zone wit~

drill chatter a~

• 192 20'-:

60 ft.

Began coring at ....25-112 ft. wi th Long-:

year NX barrel.  :

Backfilled to 39 f '

with 6 bags of  : --..

cement. - 182 30- ..

Solid rec tangles .:

indicate spoon  : --*

samples.

• HOLE SIZE HOLE NO._S_07_ _

11 5 7/8 51 TE General 12/10/73 Amendment 13

SHEET 2 OF 5

~

~ I A. W. Vogtle Nuclear Site PROJECT---:.;,..;....;.;....;~~~~~ _

HOLE NO. 507 NOTES z ON WATER TABLE o LEVELS, WATER RE- z*

-2 ~ CLASSIFICATION AND TURN, CHARACTER en 0:.

en

~

III PHYSICAL CONDITION OF DRILLING, ETC. go -'

III I

1C::&MHT.l:'

Water tested at 10 ft. intervals

. with pneumatic double packers -....

12 ft. apart.

172 40-..

-.... 162 50...:..

60 ft. -

- 152 60 - .. -..

100% water loss - : ....

continuous to 111.0: ..

ft~ 100% water - -..

return when casing :

set at Ill'.  :

--.. 142 70 .:

I . HOLE SIZE 5 718" HOLE NO.....5....

SITE OeD era J 7__

0....

12/10/73 Amendment 13

SHEET __3 OF 5 PROJECT A. W. Vogtle Nuclear Site HOLE NO. _5_0....

7 _

NOTES )- PRESSURE TESTS z ON WATER TABLE z . '"

weE 0 "0

LEVELS, WATER RE-

~w ~ z

=- . -z ~ CLASSIFICATION AND

=;

~

0> - 2 CL uO TURN, CHARACTER inA: w- ~

III &II ~

PHYSICAL CONDITION OF DRILLING, ETC.

~~ In

• o eE 9" ~a: !2 ~

III 0

A- t-132 8 85 122 90 1

95 112 00 Ill. ' "-180.5' CLAY-~ARL: Gray 05 to greenish-gray, silty,very calcareous, very firm, weakly to modera tely cemented ,massive, has hard moderately cemented nodules. Can be broken by hard finger pressure, nodules broke Began coring 112.0. 102 10 with' hard hammer blow. Shell fragments in some zones.

18 111.0' ~~L:Clayey,plasti=,gra 112. 0 ~tARL: . 5 nodules 1/2-1" diamet~n core barrel followed by non-fossiliferous HOLE SIZE 5 7/8" & NX 20 5 HOLE NO. 50 7 2S S

- SITE f;ener a 1 30 - Vater out top of casing_

12/10/73 Amendment 13

SHEET 4 OF 5 HOLE NO. 507 NOTES > z ON WATER TABLE IIIC o

,. o Z

LEVELS, WATER RE-

<<III 0>

uS :i t-

&. o CLASSIFICATION AND TURN, CHARACTER ~III III &II a

PHYSICAL CONDITION OF DRILLING, ETC. o c¥ -'

III o 5 5 Very clayey and p1ast1c~ mod-117.0 o 10 5 erately cemented to 117.0.

CORE LENGTH: Broken o 15 5 117.2 LIUESTONE: Nodules to 1/2-14", average 4" o

• 20 10 117.4.

grinding, SONe lime~ 1 25 wat 85 117.4-119.5 CLAYEY SILT: gray, nodules. of slightly sandy, massive.

acke 122.0 eset 119.5 LI~ESTONE: 2" nodule, 7.0, hard.

CORE LENGTH: Broken 122.0 SILT (}UffiL): moderately and ground up, leav- op 0 ac for ~ompacted silt (and limestone.

ing limey nodules nqdu1e 3" at 122.3.)

1/2-3", average 2" 10 125 DP 125 o

127.0 o 126. 0 ~lARL: Silty, gray. car-o bonace~ uncemented, easily CaRr LENGTH: Broken and washed out .I - t o o broken.

4", average 2". Sof o clay layer washed 90 o 82 130.0 CLAY: 10" of soft clav, o plastic, gray.

out.

132.0 o 132-133.0 CLAY: silty, 1* generally massive.

CORE LE~GTH: Broken Slig 2-12", averagf;! 6". ng d Very slight grindin 133. S LI~lESTnNE: nodule 3 11 135.

thick.

o 134-135.5 Contained 1/2" lime 137.0 o stone (1imey harder zones).

CORE LENGTH: Broken o

o 135.5-142.0 ~~RL: massive, 2-24", average 7". uniform, gra~ilty clay.

Very slight grindin 2*

• ..* ate 3cke 142.0 LI~1ESTONE: 3" nodule.

142.0 140 ~~rl becomes more compacted.

145-147 LIMESTONE: (marly CORE LENGTH: Broken 2 limestone).

2-14", average Sit. 2 148.3 1/4" bed of charcoal.

Some grinding at 5 148.~ 149.0, 150.2, 150.6 95 limestone nodules. 10 ,

limestone nodules 2-3 1 I 2..

10 thick.

147.0 5 age ast CORE LENGTH: Broken of c sing.

2-24", average 8". 152.0 MARL: gray, No visible grindin

• 150 -162 62 o 5 compacted, sandy silty clay.

5 o 10 not fossiliferous, massive.

152.0 5 153~1 slight core grinding.

CORE LENGTH: Broken o 15 5 o

°o 2-14, average 6". 100 20 10 25 5 0

HOLE SIZE NX

......._ _ o 35 5 HOLE NO. _5_07 _

No leakage. Test dlscoatinued.

SITE (;eneral 12/10/73 Amendment 13

A. W. Vogtle Nuclear Site 507 NOTES > PRESSURE TESTS z o

ON WATER TABLE wCZ Z <<:>>

LEVELS, WATER RE- cz'" z .

0> - 2 ~~ t-A- o CLASSIFICATION AND yO .J TURN, CHARACTER en A:

en. III lAI PHYSICAL CONDITION o~~ .J Q OF DRILLING, ETC. << 9<<:>> III ery s 1.g t core grinding. 157.0 MARL: Moderately cemente 157.0 gray, massive, clayey silt.

'CORE LENGTH: Broken very slightly sandy to 167.6'.

2-8", average 5".

Slight core grind- 159.1 slight core grinding.

ing. 100 52 o 20 5 160.0 Limestone nodule I" 162.0 o 25 5 thick.

CORE LENGTH: Broken o 30 10 No loss. Disc 2-7", average 4",

very slight grindin 165.0-177 0 o 20 5 167.6 slight core grinding 167.0 o 25 5 and marl becomes silty clay, CORE LENGTH: Broken o 30 10 uniform, massive.

2-34", average 4", No loss. Disc 169.0 ~~~L: ~rades into a no core grinding. slightly silty; well compacted

' 42 plastic clay, massive, uniform 100 gray.

172.0 172.0 !*~RL: bec?mes gray clay,1 very slightly silty in i~regu

~

CORE LENGTH: Broken 1ar beds 1/2-1" thick.

1/2-24", average 1",

no grinding. 100 175.1 ~~RL: remains clay, gray but grading into green-black 177.0 color, only slightly silty.

176.0 CLAY: ereen-black is CORE LENGTH: Broken variab~si1ty, partly sandy 6-30", average 6", at end of run.

possible core loss 70 32 80 180~5 SAND: contact,gradationa in uncemented sand. transition from silty clay to 182.0 silty sand.

Spoon sample 55 No recovery in sand 182.0 SAND: coarse. light gray with core barrel. brown and not calcareous.

Spoon sample 5S 184.5 SAND: fine to medium grained, brown-li~ht gray, not calcareous.

189.5 SAND: fine, light gray.

Spoon sample not ~layey, slightly silty, S5 1 1/ 22 90 non-calcareous.

TD

• 191.0 ft.

HOLE SIZE ---.l)lIlllllllX~-_ HOLE NO. ~5QliII.Il7,---_ _

SITE* Gft e n T * ,

12/10/73 Amendment i. 3

BECHTEL SHEET..LOF-S-GEOLOGI C LOG OF DRILL HOLE HOLE NO. 508 PROJECT A. W. Vogtle Nuclear Site ANGLE FROM HORIZ. qn BEARING __- _

LOCATIONN 1145 605 E 621 613 BEGUN 8-3 1 - 7 3 COMPlETED 9-4-73 OVERBURDEN 95 ft. "DEPTH DRILLED INTO ROCK 56 ft TOTAL DEPTH OF HOLE 163,0 ft.

ELEV. WATER TABLE - NO.CORE BOXES - NO. SAMPLES TAKEN_J _

CORE RECOVERy(e/e) 100% FEET 56 ft. MODEL a MAKE OFDRILL CM--=-E..:5~5 _

GROUND ELEV.190.46 ft. HOLE LOGGED BY P. Yen DRILLER Cleo Ivy- LETCO NOTES &&J >- PRESSURE TESTS z ON WATER TABLE a: a: z . * ~ C!>> CLASSIFICATION AND LEVELS. WATER RE-o 8 U

~ U) 2 B:  : en

~...: ~.;

!f

~ 3 PHYSICAL CONDITION TURN. CHARACTER OF

• DRILLING, ETC. ~ a:

LtJ 9

(I) *

"d:

II Cl: c:

~ ~

~

ISAMPLE I

&&J Drilled (5 7/8") to:

marl at 95 ft. .

0-95.0 ft. OVERBURDEN:

depth. _

--- Silt, sand and clay

• Set 4" casing to  :

95 ft. -

5 bag drilling mud-: 5-used.  :

No cement used. .-

Began coring at _

-- OIl 10--

96.0 ft. using

• Longyear NX barrel~

-. 180 13 - -

I --- ...-. 1

-- 15-20.0 ft. 100% water:

loss.

-=

l-1ater tested at 170 20-10 ft. intervals with pneumatic ..

double packers set-:

at 12 ft. spacing. :

Backfilled to 30 ft:

,,,i th 5 bags of --. 25-cement.

Solid rectangles --

indicate spoon  :

160 30-samples.  :

ell 35"':

HOLE SIZE 5 7/8" HOlE NO. 508 SITE General 12/10/73 Amendment 13

SHEET 2 . OF 5 PROJECT A. w. Vogtle Nuclear Site HOLE NO. 508 NOTES > PRESSURE TESTS z ON WATER TABLE "'~ SAl 0  %

~III z . cr z ~

0 m; !2 LEVELS. WATER RE- 0> -2 -z

~

0 uS A. CLASSIFICATION AND

~.

lj TURN, CHARACTER rnA

en. III III Q

..J PHYSICAL CONDITION OF DRILLING, ETC. o~""

~ 9~ ~ca: ..J

\II J SAMPLEI Q. ~

---

150 40-

-.-- 140 50":

-.... 130 60..:

---

120 10..:

I HOLE SIZE 5 7/S" HOLE NO. SOB SITE General 12/10/73 Amendment 13

SHEET 3 5 t

OF_~_

P~OJECT A. W. Vogtle Nuclear Site NOTES > PRESSURE TESTS z ON WATER TABLE ..,a: III 0

'"o...

Z LEVELS, WATER RE- CE'" z* IE

~ t-0> Z

• uS -2 -z  ::Ii A. CLASSIFICATION AND TURN, CHARACTER en a: ~; III PHYSICAL CONDITION

!2 In.

9" fA:

~w ..J Q OF DRILLING, ETC.

• c III 110 8 95.'-150.8' CLAY (MARL):Gray to greenish-gray, silty, very calcareous; very firm,massive Casing: 4" diamete weakly cemented,has hard mod-85 erately cemented nodules.Marl to 95.0 ft. depth.

can be broken by hard finger pressure, nodules by hard hammer blow. Has shell frag-ments in some zones.

100 9 13.

I

95. 0 ~tARL: ~1edium gray, limey hard,~thered at top, very sandy, fine-oediu~ ~rained, moderately silty, bearing 9 carbonaceous p~rticles and 5-63 small black flecks, some CORE LE:~GTH: 2 -14" * .0 coquina (fossils).

Generally excellent 5 96.0 }~.RL: Gray varies from recovery. 5 very sandy silt and clay to 100 10 silt to fat clay. Varies from 101.0 10 90 10 soft 1" seams to t;1assive well CORE LENGTH: 2-7 . (L Blew pack to sh 11 z compacted.

Cores broken easily by the Top of run shows core grinding and drilling action and is nearly 100 10 -116 OP always broken at the contact possible loss by washout. zone. Thin well cemented 0 5 5 nodular (limestone) inclu~ion 106.0 CORE LENGTH: 2-19 . 0 0

10 15 10 i>-  !-farl 1s well compacted to poorly cemented.

Hard and soft zones.

100 % pickup last a 20 10 101.0 ~: Friable for 8" run. 100 25 Blew pack depth, still aoderately sandy Lo s in she 1 zo moderately silty. Mediua gra 111.0 80 with black fleCks.

101-101.8 Core Is soft, '

Slight grinding thumbprints easily.

at 114.8. 100 104.4 Soft sea**

114 126. 105.0 Begins hard marl. flecks gone. 108.5 3" piece of ll~ht HOLE SIZE 5 7/S" and NX coquina HOLE NO. - 08 5IW SITE General 12/10/73 Amendment 13

A. W. VOit1e &Jc1ea r Site NOTES PRESSURE TESTS ON WATER 'TA BL E LEVELS, WATER -RE- z . CLASSI-FICATION AND

-2 TURN, CHARACTER CIt A: PHYSICAL CONDITION OF DRILLING, ETC. gc:>

CIt.

116.0 '0 5 5 o 10 5 116.0 MARL: Continues hard CORE LENGTH: Broke o 15 10 medium gray, medium-fine grained, sandy, silty, not 2-15". 20 10 51

• ht 1 akag out op visibly fossiliferous.

of asin.

121.0 70 20 CORE LE~GTH: Broke 2-14".

10 125 137 o 5 10 25 126.0 0- 10 10 15 CORE LE~GTH: Broke Sli ht w ter oss 0 t 2-10". 10 to of c sing.

60 30 131.0 CORE LE~GTH: Broken 134. 1 :-1ARL: 2" 1imey mater ia 1 2-15". streaked with - gray carbonace- 13 10 ous material.

135 47 o 5 5 35 136.0 ~~RL: Clayey, fine 136.0 o 10 10 grained, medium gray, uniform o 15 5 sparsely fossiliferous.

CO~E LENGTH: Broke 20 2-12". 100 ht 1 55 _0 wate of c 5in~.

50 40 141.0 CORE LENGTH: Broken 142 54 2-8". o 5 5 10 o 10 5 o 15 10 20 10 146.0 ht w ter 5S 0 of c sing.

CORE L&~GTH: Broken 2-26". 10 40 50 151.0 150.8 ~~L: Begins to become

~: 8 1/2" recov- more sandy. Big pieces of

. ery. 14 shell at bottom of run

• I HOLE SIZE ___.NX _ HOLE NO......

. 5-..0....

8_ _

SITE General -

12/10/73 Amendment 13

_II---------....,--.. . ------op--....,..---.--.. . .--------------I A. W. Vogtle Nuclear Site OF 508 5

NOTES > PRESSURE TESTS z ON WATER TABLE w~ W 0 e:-

=

Z JEW cr z o.J LEVELS, WATER RE- 0> -2Z *  ::.. -z I-CLASSIFICATION AND uS en. Ao

-. r.i TURN, CHARACTER en a: ~; w- ~

II' W a

9" iA: !2 PHYSICAL CONDITION OF DRILLING, ETC. ~'"

~

... ..J II' SAHPLEl 156.0 Took sppon sample. -.. 55 156 1.4 ~9-51 -2"

~~

.~,..

.. -~ j,t...::- ;:

o 151.7 SA.'ID-:- Medium grained

• medium gray. very slightly 156-160.0 attempted:

~~~

4

~~  ; .~; si1 ty t non-calcareous.

coring (no recovery}..

1';0 30

~7~

l60_ :.~~ .'..

160.0 Took sppon  : 1.4 )4-36 =2"

.~

55 161.5 ~: Medium Rrained.

sample. No recover~

161.5

~H non-plastic, dark gray to

-.. 55 1.4 )0-50 zl" _¥~

.. ~""~ 0 0; black t not calcareous, .s l i ght -

.. .... ly clayey and s~lty

• 161.5 Took spoon sample. 165-:

TD = 163.0 ft.

.3 l70-:

.~

--. 180-=

-....- 1L90":..

-- ~

HOLE SIZE NX 12/10/73 Amendment 13 HOLE NO. --..50 SITE General

....8 _

. B E C H T E l S H E I ' -L Of-L 6EOLOGIC LOe Of DRilL HOLE MOLINO. 510

'IOJECT A. W. Vogtle Nuclear Site ANGLE FIOM HOIIZ 90 IEAlING-LOCATION N 1143 047 E 622 353 BEGUN 8/29/73 COMPURD 9~/~1~4~/7~3~-

OVElIUIDEN 96 ft. DEPTHDlllLfDINlOIOCIC 58 ft. TOTAL DEPTH Of HOLE la5.0ff.

ELEV. WATEl TAILE - NO, COlE IOXES 4 NO. SAMPLES TAKEN 23 COlE RECOVERY ~) 85% FEET 49' 4

• MODEL & MAKE OF DlILL _ _C_M_E_5_5 _

GlOUNDELEV. 230.7 ft. HOLE LOGGED IV P. Yen OIllLa R. Williams B. Sheal v 1.ETCO NOTES SAMPLE DATA o.

z ON WATER TAiLE *

!:8 .

0 CLASSIFICATION AND

... %0 Z * ~

i ..

LEVELS, WATER IE* a" III u

~

~ PHYSICAL CONDITION TURN, CHAIACTEI OF 8~ ~

~

a ~

a

• DRILUNG, .ETC

• lilt c c

• I SAMPLE I 4" casing to 95 ft. =

... ***.. 0-96.0 ft. OVERBURDEN:

• sand and clay

• Drilled to 93 ft.  :

5..:*

with 5 7/8" tricone:

bit. -- .... **

Cored tJ'lrough marl .:

.with Longyear 10 ft=

NX sampling ba'r re L :

making 5 ft. runs. --.. 221 10"':

• Longyear saop1e  : **.

indicated by open

'box, Water tested with pneumatic double 15-:

packers set at 12 ft. spacing, testing in 10 ft.

increments.

-** 211 20":

Used 2 bags of cement. ....

Used 6 bags of 2s..:*

bentonite.

Backfilled to 34 ft.

with 5 bags of cement. ~

This hole tested -:

30-:

with Henard .pres- -: 201 sure meter appara- :

tus. * ..

Location of test

~

indicated by tr1angl.~

symbol opposite foo(.ge mlrker~ * *..

It ,..... S 7/8" S,..- -......- - - - S-.

......... _5_1..

Unit 4 Reactor 0 _

12/10/73 Amendment 13

A. W. Vogtle Nuclear Site SHEET 2 OF 5 PROJECT HOLE NO 510 NOTES SAMPLE DATA

.,v 1.1 a; 15 I we ... a*

z ON WATER TABLE i 5 CLASSIFICATION AND

~

LEVELS, WATER RE- a. 0 a )i ~

PH'fSICAL CONDITION.

I<<

r

~

~ 0 G TURN, CHARACTER OF t~ ~

III

~

III DRILLING, ETC.

• rSAMPL~

Hole drilled to investigate marl only. No samples 0-95 ft.

-- 40...:

191 Numbered rec tangle~

indicate samples -

taken for s01ls testing.

Starred rectangle~

-- 45..:

indicate samples taken for general field data. --

Solid rec tang les indicate spoon 50-:

samples. 181

-- -- 1

-- 171 60-=

--- 6s.:

161 7~

I Ho_, 511.

5 7/8" HO't No 510 s It* Unit 4 Reactor 12/10/73 Amendment 1.3

t l PROJECT A. W.Vogtle Nuclear Site SHEET HOLE NO 3 OF 5 510 NOTES SAMPLE . DATA ON WATER TABLE IE ... *

~

I fi:Ii ....a l-

• CLASSIFICATION AND

'S LEVELS, WATER RE-

¥ Ie I 0

0

.I PHYSICAL CONDITION

• TURN, CHARACTER OF DRILLING, ETC. i~ *

~

151 8 8

Cased to 95.5 ft. 93.'-154.' CLAY(MARL): Gray . to

\~ith 4" I~ greenisn-gray,silty,very cal-c as Lnz careous,very firm,weakly cemen ted,massive,has hard moderate-ly cemented nodu Le s ha r I can s

be broken by hard finger press a,

LOl11?year ~pl:'t tube 141 90

• ur e . Nodu l e s broken by hard ham er

.;:..: barrel he aan blow. Shell fragments in some ones.

cQrin~ in 5 ft. run. 93.0 suspected marl contact.

.1.,;) Spoon sample. IJ4.0 94.0 :~\~L: Silty, medium 1 gray. fine grained, calcare-95.5 SS 1.4 18-3 ous, contains some carbona-

~5 95.0 1J7. ceous particles and f05si1i-

• f e r ous .

Core len~th: 0 10 5 2-16" broken. 91 0 15 5 96.2 core grinding is quite 0 20 10 oronounced.

0 25 10 100. o 99.0-100.0 limy marl with 30 15 131 100 shells and casts.

No 1 SSe d scant inue Core length: 101.5 shells and casts be-Broken 8-30". 99 come more sparse.

102.6 7" piece

• of harder, 105.0 limy marl.

05 117.

105.

a 15 5 Core 1en~th: 2-10" 0 20 10 Recovered 49/60 0 25 5 108.9-109.2 5" pie~e *of lime~

82 a 30 5 stone.

110.0 0 35 10 110.0-111.2 LIMESTONE: firm, 0 40 10 121 nodular pe1ces 3/4-1" size.

Core length: 2-5" No 1 SSe es d scon Recovered 53/60.

CQre mechanically 90 113.7-115.0 two pieces of limestone 2" thick, grinding ground.

core on either side.

t 1 115.0 Ho.o Sill 5 7/8" and NX H.I, Ne - -510- -_ _

SUe Un it 4 Reactor 12/10/73 Amendment 13

SHEET 4 OF 5 PROJECT A.W. Vogtle Nuclear Site _

HOLE NO 510 _

NOTES SAMPLE DATA I: .

a ON WAlE R TABLE LEVELS, WATER TURN, CHARACTER OF "E- ti t-Ao o

.j CLASSIFICATION AND PHYSICAL CONDITION .

a DRILLING, ETC.

• 1 SAMPL Recovery 2 ft. o 25 5 115.0-120 Limestone nodules Core length; o 30 5 grinding against softe~ marl.

1/2-2" broken and o 35 io Nodules recovered with rounded ground up in core o 40 10 ends J visible shell content barrel. No 1 ss d*se nt nued

• and noderately hard.

111 119.1 grinding of core.

Core length; 0-2 11 120-125.0 dirty, shell frag-Barrel filled wit =ents t marl chips and debris fallout overnight. froe above falling into hole.

Core ground up.

• 14 It of mar I core is silty t 12 . a plastic and contains shells Core leng tl\; o 5 and casts.

2-6". o 5 125.0 - 130.0. LI:~ESTC~-ZE.

Average 6". 100 o 10 125.3 Rrinding of core.

Broken. o 15 126. 6 li~estone 2 1/2'1 thick.

130.()

• \'a 5

181 127.0 lioestone nodule 1. 1 tnick.

Core Leng t x ; p~~ 127.2 linestone nodule 3" 2-7" out thick *. 13

.".verage 6 ". abo 128.0 linestone aodule 2"

~roken. 100 thick.

128.~ slightly more sandy 135. G . E '~: 5 135-1 ~arlt ~assiveJ faintly bedded Core length; o 20 35 in part.

2-32". o 25 130.0 li!i1cstone nodule l~'

Average S". o 30 thick.

~o grinding seen. icc '* 35 130.1 - 130.2 slight grinding

• Sl -3G?:: of core.

140.0 pas 9: (132~1 limestone nodule.)

Co r e ength t out ng. 132.7 slight p.rincing of core.

Broken 3-24 1 : .L 133.~ slight grinding of core.

Average 15" 100 o 20 133.6-134.0 hard licestone, No grinding seen. o 25 cassive.

o 30 2 135. 0 ~: gray, massive, 145.0

• 35 un~forot silty claYt barely

• Sight t to indents with fingernail to Core length; of asing packe 144.0.

Broken or fracture app oxlma GP~{. 145. 0 ~*1ARL: becomes harder and 2-30". 100 more resistant to fingernail Average 9". pressure, slightly more limy 150.0 81 13 to 150. o.

Core length; 150.0 !1ARL: Silty clay.

Broken 4-30". more small

, Average .24" . 100 specks of black carbonaceous No grinding. ~attert becoming slightly more

- h. .~4 Iellow-2ray than previous run.

NX Hole ... _5_1_0

• Hoi. Sill - - - - - - - -

Stt, Unit 4 Reactor.

12/10/73 Amendment 1.3

tl A". tl. Vogtle Nuclear Site SHEET __S~__ OF HOLE NO_..........

5., 0 5

NOTES SAMPLE DATA a

ON WATER TABLE LEVELS. WATER RE- IE

~

• o CLASSIFICATION AND o

~

PHYSICAL CONDITION .

tii TURN, CHARACTER OF DRILLING, ETC. * ** SAMPL~

--- _"I" . 153.0 occasional .5-1.~~

No recovery in c;and.

-fO *  :;:"!.~d Brains and larger shell fragcents becoming oore 0 -;

nuoerous to 154.0.

160.0 - 154.0 s~m: contact is grad-

_to

, 'I4=--

7~ _.' ....

-- ation-:tl uith clay and silt SS 1.4 100+

zradinz to sand, color change 0

--'-- ..'. froo Rray to green-Rray.

-- -- 165.0 -- , 160.0 ~ Li~ht gray, fine to oediill~ grained, slightly 16;'"

0 s~lty. non-calcareous, non-

, ... 1. t. 4; ~!= ~" plastic.

-- 3 21,2 -, - 165.0 Sa:D: li~h; ~ray, fine no recovery

-- 0 --  ::0 med Lura gra:'::e.:~. J na s s Lva ,

~lightly silt" ~o~-pla~tic, 17 *1. r, 170.0 non-eca l.careous ,

!~l l7~

1. (; :';. 1 C 2 I

~;.l':" 0:1 ~ :;:l~" 11~ . 3 ~70.0~: S~ack, slightly C.:>re r e cove r y ,

-- silty, slig~tly clayey, fine 3 to nediurn grained, non-

__ calcareous, non-plast ie,

- i Ils..:: -

• ~-.as ~ i "Ie, non - bedded.

- --_0 Core r'2covery. - 0 175.0 SA~~D: Black, fine graine~layey, non-calcareou c t l~ _0 1 plastic, not co~pacted, cassiVE *

- 0

- It ' - -

130.0

• 51 ~ 180.0 SA~D: Clayey, fine

- 0 18~

Core recovery. graine~light1y plastic.

_. *

• 0

~~ssive, non-calcarebus, black to 185.0.

--._0

~.

18 185.0 r.. *

---

+----'+-. . . . - +--+--..... 185- _ *

- 0 I ... ~~-

TO

• 185.0 ft.

19&--

I Hoi. SII' _ _ ....

~b'X _ 510 HOI' N. - - - - -__

Stt.Unit 4 Reactor.

12/10/73 Amendment 13

BECHTEL SH££l-L- Of..s.-

• G EO LOG IC LOG Of DRILL HOLE HOLE NO. 513 PROJECT A. W. Vogtle Nuclear Site ANGLE FROM HORIZ 90 BEARING _- _

LOCATION N 1142 940 E.622 640 BEGUN 9-4-73 COMPLETED 9-17-73 OVERBURDEN 86 ft. DEPTH DRILLED INTO ROCK 61.5 ft. TOTAL DEPTH OF HOIl 178.0 ft.

ELEV. WATER TAILE - NO. COlE IQXES 4 NO. SAMPLES TAKEN 1L _

CORE RECOVERY (%) 92% FEET 56.25 ft. MODEL & MAKE Of DRILL _A..,;,c_ke.-..,;t' _

GROUND ELEV. 2~0'.21 ft. HOLE LOGGED BY P. Yen DRILLEI Smiley - LETCO NOTES SAMPLE DATA z z ON WATER TABLE 0 ClASSIFICATION AND 0

)-

LEVfLS, WATER RE- t: 0'" v z

II:

c 4

a:

~

0 ~'"

o o~

%0 4 w

> ~

PHYSICAL COND'TION TURN, CHARACTER OF N z ...

... 0 o Vi

~

> 0

"' .. ",III 2 , Q U

'II DRILLING, ETC. 4 I SAMPLE 1

'" c IE

~

• .. 0-86.0 ft. OVERBURDEN:

Set 4" casing to 87'.

Drilled with 5 7/8":

~

sand and clay.

-= s..-:*

. tr1cone bi t from -

surface to 87 ft.

~ored 88.0-14a ft. :

depth in marl usin~

I I Longyear NX sampler:

barrel. *

~*

210 10...:

I This hole used for *..

Menard Pressure

~feter Testing. ...:

• 1 Location of test indicated by triarig~e sYmbol opposite -: 1';"':

footage marker. .-

Three bags of

'cement; used to grout casing. -*

This hole was - 200 2~ ...

water pressure tested with pneu- -

matic double packerA at 12 ft. spacing :

and at 10 ft. in- :

crements. -- 25-Backfilled to 30 ft, with 5 bags of -* ....

cement.

.. 190 30-: ...

I 5 7/S" Hoi * . Siz. _ _- - - - - - Site Hoi. Ne.

Unit 3 Reactor 513 12/10/73 Amendment ~3

I PROJECT A. w. Vogtle Nuclear Site SHEET HOLE NO 2

513 OF 5 NOTES ON WATER TABLE 5 SAMPLE 8;

DATA I ....z

..

• CLASSIFICATION AND

=

~

III Ie LEVELS, WATER RE- ~~ .,

u 0

~

0 z ~ > .,j PHYSICAL CONDITION .

TURN, CHARACTER OF ~~ 8 ~-. t;i I a

~o 0 u

ISA MPLd

~

DRILLING, ETC. a c* e c r

Numbered rectangle.- --

indicate samples _- -

taken for soils -- ---

testing.

Starred rec tangles:

180 4e-=

indicate samples -:

taken for general field data.

Solid rectangles --

indicate spoon samples. --- --

-- 45"":

--- I ---

---

170 50"':

55-

-- 160 60-=

- -- 65-=

---

150 70-=

IHo'e Size S 7/8" HOi. No 513 Unit 3 Reactor Site 12/10/73 Amendment 13

SHEET_3_ _ 0F

• 5 PROJECT A. w. Vogt1e Nuclear Site HOLE NO--=5~1:.=.3 1

. NOTES SAMPLE DATA 5 z ON WATER TABLE 5 8; III

~

It 5> ~

CLASSIFICATION AN D LEVELS. WATER RE- =-' 8-' ...~ tii u & 0

%0 Z ~ PHYSICAL CONDITION.

a

...u

~ 0 0 1M TURN, CHARACTER OF ",0 Z t- ~ '" a* ~c .J 1M DRILLING, ETC. r c ~

86.'-147.5' CLAY (MARL): Med-ium gray,silty, very calcar-eous, very firm, weakly ce-140 8 mented,massive, has hard modera tely cemented *nodu l e s .

Marl broken by hard finger pressure, nodules broken by hard hammer blow. Shell f~ag ments in some zones.

8 Began coring.

88.0 CLAY: Slightly silty, 55 1.4 17-26 4~ very soft, ground up by harde 88.0 18!18 CORE L~~GTH: Broke stones in the barrel. massive 3-26", average 10" non-bedded to 91.0.

88.2 grinding in 90 102 130 9 94.5 clay. 52/60" 91.0 ~UL~L: Coquina appears, some pieces 3/4" long, lying recovery. ~oss ?ro o 15 2 I ,

flat, in individual pieces.

ably due LO sott'c at to of run. 93.

o 20 2 ~rl 'Ls moderately compacted, CORE LENGTH: Broke o 25 2 silty clay, massive,8lightly 2-18", average 4".

o 30 5

-s t r eak ed , limy but not shell 93.5, 94.5 grindi o 35 1 bearing after 92.5, very o 40 1 slightly sandy.

core. No 1 ss.Ie t is onti 62/60" 98.0 62/50" recovery.

98.0 103.0 59.5/60" recoverx.

CORE LENGTH: Broke LIMESTONE: Nodules 2-4 'thick 2-24", average 4". appearing at 94.5, 95.0, 97.8 98.2 core grindin . 100 112 120 99.0, 99.5, 103-104, 105.2, 59.5/60 o 25 2 108.1, 108.5, 112.0, 113.0, o 30 2 114.2-117.5, '122.5-124.8.

103.0 o 35 1 100-102.0 ~L: Shows lenses CORE LENGTH: Broke o 40 10 of more limy clay within the No 1 SSe T st di cont usual silty clay. Lenses 2-5", average 3".

103.2, 104.1 core 1/4 to 1/2" thick.

grinding, close to 72 102.0 ~: Becomes silty and limestone .nodul es . sandy. clay.

43/60" 108.0 110.0 MARL: Becomes plastic, CORE LENGTH: Broke slightly silty clay.

and ground up 2-6" average 4". 122 110 25 108.8, 112. grind- 30 ing core. 35 53/60" 113.0 CORE LENGTH: Broke 40 *

s. T st di cant 2-6", average 4".

5 7/8" & til HOi' No --LS*...

'\----_

Sit. Unit 3 Reos;toI 12/10/73 Amendment ~3

SHEET 4 OF_~_.I 5 HOLE NO 513 NOTES ON WATER TABLE LEVELS,*WATER RE- I ........ 8; DATA z

a. o CLASSIFICATION AND

%0 PHYSICAL CONDITION .

TURN, CHARACTER OF we ....

~o 8~ t;~

a

• a DRILLING, ETC. r c Grinding of clay

.and limes tone. 73 118.0-123.0 MARL: Becomes 44/60 118.0 slightly silty clay.

. CORE L~~GTH: Broke plasti.c

• 2-4", average 3",

120 132 100 12 123.0 LIMESTONE:~Moderately core loss in *s of t clay.

92 o 25 hard, calcareous, 11my to 55/60 o 30 127.0.

123.0 o 35 1 CORE LE~GTH: Broke o 40 1 127.0 MARL: Becomes uniform, 2-26", average lOll No 1 s. T st di cont massive, gray, campacted, mechanically fractured in par no apparent grind by drilling action, silty cla 58/60.

Continues to. be generally uniform with the exception of 128.0 limestone 211 thick at 135._0 CORE LENGTH: Broke and 141.8.

2-18", average 10" 130 142 90 very slight grind o 25 5 142.0-143.0 ~iARL': Contains ing.

o 30 5 sparsely scattered shell frag 133.0 o 35 1 ments, 1/8-1/4" size.

CORE LENGTH: Broke o 40 1 1 No 1 55. T st di cont 2-24", average 10" no apparent grind ing.

138.0 142.0-147.5 MARL: Becomes CORE LENGTH: Broke more clayey (slightly silty 2-14", average 10" clay) plastic gray, easily 140 152 80 no apparent grind ing.

o 15 scratched with fingernail.

o 20 compacted, generally fine 3 25 I grained.

ro e S 11 10 san bo tom 0 inte 147.5 ~: Silty Bottom part of run in sa Bon-plastic sand, layer of was lost*. shell at contact 1/4" thick, sand is dark green to black, 52/60 148.0 non-calcareous, uncementad to moderately compacted, fine Smal pod.

to medium grained 10 70 153.0 .

• No recovery ID o sand.

I Ho'. Sin NX Ho,. N. _~5..3 1... _

Site Unit 3 Reac:tor 12/10/73 Amendment 13

SHEET 5 OF 5 PROJECT A. w. Vogtle Nuclear Site HOLE NO 513 NOTES SAMPLE DATA

! 5 z ON WATER TABLE 8; III

~

• ... CL.ASSIFICATION AND LEVELS. WATER RE- ~.J u Ie

~ ~ 0 0

.J IU 8

ZO Z

~ >

... PHYSICAL CONDITION.

2 II:

TURN, CHARACTER OF t;e ~ t;~ u II' Q z 2

• III DRILLING. ETC. r c c c II' ISAMPLd No recovery in sanet

- 0 -I" r*

-- =-

_I" 158.0 158. (

- SS 1.4 300 2 2 158.0 ~: Light gray, fine grained, silty, non-calcare-No recovery in sane[

Spoon sample -- 0 -- ..

OU8.

60 r-60--:

• I' -_~

163.0 Saaii recovery 163. C -- ..

• 163.0 SAND: Gray, silty, in -

S5 1.4 200 1 3 -_. - .~ "fine.Ot;-;edium grained, sand.

Spoon sample 2 -I" .non- c a l ca r eous .

65~

-_. 163-168.0 SAND: Black, very silty, non-calcareous, fine

~

168.0 I grained, uncemented, uniform,

-- .'.~ non-plastic, very slight

- I

- - .I amount of clay.

-*-- 15 Some recovery in sand. 50 70 -:::.

- l-I 168-173 As above ~: Black, very silty, etc.

... -- ~

.~

173.0 173-178 ~: As above.

- I -. .. ~ ~

Small recovery in : -

sand. - - l' -' ."

75-'

.~

I*.

178.0 TD = 178.0 ft.

40 80-

- I Hoi. sii. NX HOI' No 513 Unit 3 Reactor 5 it

• 12/10/73 Amendment 13

BEC.HTE L SHEET -l- 0# . i -

GEOLOGIC Loe Of DRILL HOLE MOll NO. 518

'IOJECT A. w. Vogtle Nuclear Site ANGLE FIOM HOIIZ 90 lEMING __- _

LOCATION N 1,142,950 E 623,800 BEGUN 8-8-73 COMPLETED 8-20-73 OVERIUIDEN -77 . 5 ft. DEPTH DRILLED INTO lOCK 62.5 ft. TOTAL DEPTH Of HOLE 175 ft.

ELEV. WAlEi TAiLE _-~~ NO. COlE BOXES 3 NO. SAMPLES TAKEN _2_3* _

CORE IECOVEIY 1'1.)9 95% FEET 59. 7 ft. MODEL & MAKE OF DIILL __A_c_ke....r _

GROUND ELEV. '20'~. 88 ft. HOLE LOGGED IY P. Yen Smiley DlILLEI _ ......... ....-.~~ ___

LEICQ NOTES SAMPLE DATA z

ON WATER TAiLE z as ,.

!~8 III

'0 Z CLASSIFICATION AND LEVELS, WATEIIE- ~

i 0 u Ie

~ ~

PHYSICAL CONDITION a

Z TURN, CHAIlACTEI OF

,.jill

-8 0

%,.j  !

.~

~ ti. ~

~.

DRI LLI NG, ETC. 2

• c III C II:

I SAMPLE 1 ."

Drilled to 76 ft. : ... 0-77.5 ft.*OVERBURDEN:

with 5 7/8" tri- s* ..

cone bit (no - Sand and clay. _

samples).  : ..

s-:*..

Cased (4") to 76ft:

Cored from 76.0 ~

ft. with a Longyea(

sampling barrel.

• No water loss re- :

ported.  :

200 10-:

Backfilled to  : ...

5 ft. with 5 bags :

13 of cement. -.

I This hole tested ..

with Menard press~~

15-

.+

1 2

testing apparatus.:

Location of test

• indicated by - * -.....

triangle symbol  : ....

opposite footage -= 190 20-:

markers. ..

-*.... 2,":

'Numbe r ed rec tangles:

indicate samples ~

taken for soils testing. -=*

Starred rec tangles

• 180 3~

indicate samples  :

taken . for general ~

field data.

Solid rectangles 4 -.. s

.~ ..

indicate spoon samp14 s , ..

5 7/8" ......... --.5.18 _

HoI. 51&. - - - - - - - - - S.. Unit 1 Reactor 12/10/73 Amendment 13

SHEET 2 OF 5 PROJECT A. W. Vogtle Nuclear Site HOLE NO 518 NOTES SAMPLE DATA

.... I:

ON WATER TABLE Ii:;. z I~ ., a CLASSIFICATION AND

~

III LEVELS. WATER RE-E ~

u &. 0 z

TURN, CHARACTER OF fO PHYSICAL CONDITION .

~

8 I u ... .

We ~ III Q ati~* ~

r III DRILLING, ETC. *

• C III fSAMPLd

--- 4a-=

170 45"':

--- 160 50-=

~

--- -- l.

--- 55-=

-- 150 60-=

73.5'-74.0' Soil red brown.

65-77.5'-139.7' CLAY (~:ARL) :

- Greenish-gray,silty,very cal-careous,very firm,weakly

- cemented, massive, has hard moderately cemented nodules, 140 70- clay can be broken by hard finger pressure, nodules by hard hammer blow. Shell fragments in some zones.

Spoon sample

-- j~

551. ~lO-4o 72 C\

I Hel. Siz.

S 7/8" HOi. No 518 Sit. Unit 1 Reactor 12/10/73 Amendment 13

_I PROJECT A. \1. Vogtle Nuclear Site SAMPLE DATA SHEET HOLE NO 3

518 OF 5 NOTES

. I:

I z ON WATER TABLE z I*

~

5 *-' CLASSIFICATION AND II' ~

LEVELS, WATER RE- u a. 0 III 8~ PHYSICAL CONDITION.

I ~ ca

~

TURN, CHARACTER OF ti~

II' a *

~

DRILLING. ETC.

• 4 77.5 ~~L: Very hard at con-3'4" recovery 99 tact, gray, slightly sandy 79.0 silty clay. Easily broken by drilling action, varies 3' 3~' 130 8.0 froD compacted to 98 moderately cemented limy, 82.0 fine to medium grained.

3'1" 99 85.0 85 100 86.0 1 1/2 x l/2 .inch chip 86'10" of carbonized wood.

98 120 91.0 I~

93.9 Blocked barrel and 100 96~tlnd .up core. 52 :95 95 100.5 110 Li~estone nodules begin to appear causing difficult 100 drilling.

105.0 05 105*.4 ~: ~Iechanically 98 brok~n by dr~lling action 2" thick.

109.5 108.2 ~: Mechanically 100 10 broken by drilling action 3" thick.

95 112.5 111.0 Broken zone with lime-stone. Broken by drilling 98 action.

I Ho" Sil.S 7/8 and NX HOi. No SU, 518 Unit 1 Reactor 12/10/73 Amendment 13

4 PROJECT A. w. Vogtle Nuclear. Site HOLE NO-..5..1~8 _

NOTES SAMPLE DATA I z ON WATE R TABLE Ie III

~

fi> *-' CLASSIFICATION AND II I

LEVELS, WATER RE- v 0 z III 8~ t '

• PHYSICAL CONDITION.

.... -.-* Ic *u 0

TURN, CHARACTER OF III III DRILLING, ETC.

83 90 2 100 124'6" 124-0 97 0 126.5 SAND: 2-4" thick. 2 i

• 126'6" 0 clay zones on each side.

0 Slig 100 pack and 130.5 appr 1 g§~.

I 100 ~3 135.5 100 140.5 70

.... 139.7 ft. Dark gray-black Small recovery. sand with clay, medium in sand. grained, non-calcareous, uni-10 form, non-bedded.

145.5-146.3 ~: Dark ~ray, Ie 1 5.5 45 .* medium grained, no reaction SSI. 76- with HCl.

lo 0

150.5 60 SSI.

150-151.5 ~: Dark Rray, No recovery in san medium grained, no reaction 0 with HCI, non-plastic.

Ho" NX SII' .. _

HOi. "0 _5_1_8 _

SUI Unit 1 ReactOr 12/10/73 Amendment 13

SHEET 5 OF 5

• PROJECT A. W. Vogtle Nuclear Site HOLE 00--.;;5..1....

8

• NOTES ON WATER TABLE S~

SAMPL~

g; DATA III

~

I .

z

• o CLASSIFICATION AND

..8!:!..

~

E C

L£VELS, WATER RE- u &

... 111 %0 Z > ~ .J PHYSICAL CONDITION.

2 II: 0 III G TURN, CHARACTER OF W..

~o t;~ u III

.J 2

• DRILLING, ETC. r c 4 Ie SAMPL~

Small recovery 1n

--- -- ... . 155-165.0 SAND: Black to dark

.and using core -~ gray, slightly silty, non-barrel. -- S -.

plastic, non-calcareous, poor 160.0 -

- . 1y cemented and difficult to recover in core barrel, fina 50 60-,e. to medium grained.

Small recovery in

--- 2 - .

sand using core barrel.

-. I-

~

165.0

- I.

65-

- 165-175 ~: Dark gray, in - -" slightly silty, medium Small recovery

_0

-- 15 grained. non-calcareous, gen-the sand.

erally slightly plastic to

-. .1" I-non-plastic. Chiefly quartz 170.0 - - "" sand and black clayey mater-40 ial.

Small recovery in the sand. -

-- 3 ole-175.0 - i

• TD = 175.0 ft.

~

HOi. . Siz * ..._NX

.... _ 518 HOi. No - - - - - - -

SUe Unit 1 Reactor.

12/10/73 Amendment 13

[

I TEST BORING RECORD

~&H.T"ATION*.LOWS~ . . . ~OOT

[ Co DII.C"I~TION o S,O ' I 10 30.0 10 10 100 i02.'2 Tan Sandy Clay (el) 4.0

[ Gray. Green Silty Clay (Cl) and* Clay- ' - -~- -

92.2 ey 5i1 t (MH)

Pe~eabil;ty Test 1 (E-18) from 6.0

~

[

I to 11 .0 feet - Packer Burst

'1,1 Penneabi11ty Test 2 (E-18) from ~

-11 . 0 to 31.0 feet

( 82.2 Q)

[ "l

\U

[ 72.2

'1

~-...- .

33.0

[.,

~~

Cemented Sand (SP or SM) 4.

36.0 ~

62.2 Black Silty Sand (SP or SM)

Penneability Test 3 (E-18) from ~

33.0 to 48.0 feet I tu

[

52.2 48.0 Boring Terminated

[

r[

f. .

~

~.:

L

.~

I REMARKS: Bori n9 P-l was wash Haynes. Gi rdl er bored without sampling. Strati-DRILLED BY _ ....... - _ BORING NUMBER P_-l....*_ _

fication and soil descriptions LOGGED BY CMR . DATE STARTED 5-15-79 are approximate. CHECKED BY WAL DATE COMPLETED 5-16-i9 Coordinates: N 108 + 70 JOB NUMBER

... _ ~.1.

~ .j I . ?O

' E 117 + 80

[

Ii DEPTM.

TEST BORING RECORD PIINIITItATION-aLOWS PEIIt "OOT

[

.LIIY ....T Da.CIltI~TION o I ' 0 ' S &0 SO.O .0 ao '00 102.6 Tan and Gray Green sand) Clay (CL)

~

Permeability Test (E-19 from 0 to 6\

6.0 feet.

[ 6.0 t.,

92.6 r .'

[

[

[

, [ o '

[

7 ~

[

~

[

~.

IZ,

~II. I I r

I r*."

REMARKS: Bari ng P-1A was wash

~. bored without sampling.

description is approximate.

Soil DRILLED BY LOGGED BY Haynes, Girdler

-'C...M

....R _

BORING NUMBER P-1A DATESTARTEO 5-17-79 CHECKED By_W_'A_L _  :-17-79 Coordinates: N 108 + 67 DATE COMPLETED E 118 + 10 JOB NUMBER j~3.-7429

[

j TEST sqRiNG RECORD paNIIT"ATION-.LOWS ~IU' ~OOT

[

DESCfllPTION o

• 10 ' I 20 Jo.o 10 10 '00 102.2 0.5 it Acces s Road' Fill r Tan and Gray Green Silty Clay (CL) and Clayey Silt (HL) Per-

[

"'--r--

meability Test 1 (E-18) from . 5.0 ~

92.2 30.0 feet r.-

[

[ 82.2

<D "I

'.u

£ r 72.2 29.5 30.5 n Cemented Sand r

~

Black Silty Sand (SP or SM) Per-

[...

meability Test 2 (E-18). from 30.0 to 50.0 feet.

62.2 Qj

• tu

[

[

52.2 50.0 Boring Terminated lr

[

E .

C n*

i i

.~

,r REMARKS: Boring P-2 wa$ wash bored without sampling. Stra-tificat10n and soil descr-t o-

~ions are approximate.

• DRILLED BY Haynes, Girdler LOGGED BY CMR CHECKED By---'..I.....

A.....

L--

5-17-79

oordinates: N - 108 + 00 JOB NUMBER E - 118 + 75

[

j TEST BORING RECORD

[

PCNCTRATION-.LOWS ~IE" "OOT .

o S '0" 20 30.0 '0 10 , 00 107.8 Tan Clayey Sand "(SC)

[ 7.0 Ta~ and Gray Green Clayey Silt (MH) 97.8 and Silty Clay (el)

[ Permeability Test 1 (E-18) from 7.0

• to 17.0 feet.

(: 87.8 Penneabi 1; ty test 2 (E-18) from 17.*0

.to 37.0 feet

[

[ 77.8 I au I.

67. 8 . 39 5 . . . - - - - - - - - - - - - - - - - - - .

• Black Silty Sand (SP 'or S:"i) ~r Penneab11 ; ty Test 3 (E-18) from 40.5

[ to 54 .5 feet 57'-8

[

54.5 ----- r

[ 47.8 Boring Terminated f

C (1

E REMARKS: Bori n9 P-3 was wesh bored without sampling. . .-Q R I L L E D BY Haynes, Girdler BORING NUMBER *. P . _-...

3..-...~

Stratification and soil aes- LOGGED BY C~1R DATE STARTED . 5-14-79 criptions are approximate. WAL CHECKED BY DATE COMPLETEO

• 5-14-79 Coordinates: N 106 + 39 MB-7429 JOB NUMBER E 118 + 62

[

I TEST BORING RECORD P&NaTItATION-eLOWS ~." P'OOT

[

OR.CIlt'~T'ON o

• 10" ao 30.0 1 0 . 0 '00 107.9 Tan Clayey Sand (SC)

~

Permeability Test (E-19) from 0.0 (J\

to 6.5 feet

[ 97.9 6.5 -

Boring Terminated

" lij

[

[

[

[

r o-I

~

I ~.

L

[

r:

I~

~.~:

~.

C I .-

J, REMARKS: Boring P-3A was wash .

bored \'1i~hQut sampling. DRILLED BY Haynes-Glrdler BORING NUMBER ......P_-__

3...

A_ _

Stratification and soil des- LOGGED BY Cr~R DATE STARTED 5-17-79 cription are approximate. CHECKED BY WAL DATE COMPLETED 5-17-79 Coordinates: N 107 + 03 E

JOB NUMBER  :*:9-7429 E 118 + 46

[

[~~

96.3 1.2 ~

TEST BORING RECORD Access Road Fill Tan Cl ayey Sand (SC) - l\ 11 uvi urn

.r o

paNKTRATION*.LOWS PER JlPOOT

. , 0 'S 20 10.0 .0 10 '00 Permeability lest 1 (E-18) from

[ 86.3 6.0 to 12.0 feet. ~~

~~

~

r:

11.0 ~~ ~

Gray Green Cla)ey Silt (MH) and I---- ....-

l

. Si 1ty Clay (CL "

Permeability Test 2 (E-18) from

( 76.3 12.0 to 27.0 feet.

~

au

l. 25.8 26.8 ~ Cemented Sand -

~

[

~

66.3 81 ack Si 1ty Sand (SP or S~1) . ....... r - -

Permeability Test 3 (E-18) from ~.

29.0 to 54.0 feet.

[

I 56.3 I t ~

I ru

[

46.3 I

[

54.0 -

Boring Terminated l'

[ 36.3 r"

t*

~

I r

"11

• r; i :

REMARKS: Bari n9 P-5 was wash bored without sampling.

Stratification and soil des-criptions are approxtmate ,

Coordinates: N 109 + 10 DRILL.EO BY Havnes z Girdler LOGGED BY CHECKED BY Cr'lR

~~AL BORING NUMBER DATE STARTED DATE COMPLETED JOB NUMBER

"_P_-...S~__

5-17-79 5-17-79 MB-7429

" E 118 + 45