Text

Ground Water Supplement. Chapter 3.2 (Continued)
	ML071710015
Person / Time
Site:	Vogtle, 05200011
Issue date:	05/15/1979
From:	; Georgia Power Co
To:	; Office of New Reactors
References
	+reviewedcja, AR-07-0924
	Download: ML071710015 (49)
	v • d • e

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~CKER TEST IN HOLE~P-_t~~~~~~~~~ DOUBLE 0 SINGLE Er INTERVAL TESTED: 11*0 - 31, 0 1'V)~rz.,- PROJECT: \\10 a,rt..e DATE:' t:~A. '< 'to,' ~, ~ 4'r ~z., JOB NO: Cj'O"\\C-COt TESTED BY: 'R,e, \\<..\\f$ ~ GROUND WATER DEPTH: (,~ FEET HOLE S'ZE:_--:4:...-:.Y--..z_"'_f3~J~ GAGE HEIGHT (AGS): 4,5 FEET Thf7 0'(:' ~\\jJJ1::\\. ~~ z..,s' A~O~ 6,L.., REMARKS: ~ -r-A hJ=:::= TIME FLOW METER FLOW RATE PRESSURE READING ( M,~v~"';. ) ( c.r. ) (CFM) (PSI) G',.s-0 5 Z 000. <.:) to c;',Z3 S" V' C) '0 ,','ZS" c) "S 2. or o. 0 c: ~() S V 0 I 20 2-0 ..-----------~t___._-----__f----------------------tI .----------..----------f---------.-.-.- --11 .-.---------!~------__4~--------f--------_ I

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PACKER TEST IN HOLE p.z. P~GE; l ot=" 2-DOUBLE 0 SINGLE ~ INTERVAL TESTED: '30.0 ... "5""0 t to) \\..D~ ~~~ PROJECT: '-JOGTld= JOB NO: <3Sl0 - 00' DATE:- T\\4-MA'1 \\7 L'i 1.5 TESTED BY: g,c.. te;lSt;g, J GROUND WATER DEPTH: I, * '=' FEET HOLE SIZE: 5Y7:- GAGE HEIGHT (AGS): C) FEET ~p e~ SW\\\\Je\\- S"i, b.Q,~ G. '-t REMARKS: TSS\\~ o~L""'J ~'--~. $u'-lNQe\\) &:J~M. of'" \\-1..(;.L.b w,.~ *u~,,-l. kj'L, - ) Ar*"\\"t1Z-n..........T

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t'A\\"" t:. 11 II;.~I II~ nVLI:. ,-- z>> DOUBLE 0 SINGLE ~ TESTED: '7 ", tl INTERVAL - "\\'.Q 'NS'f:..n...-a"=,>~ M~R-'- PROJECT: v 0& "-i. JOB NO: 55\\0 -091 DATE:" Mt>N ~~ \\( )515 TESTED BY : e.c, );f.\\S~ L.. 2,4 a-\\IZ ~\\~G-4 Y2 t4 GROUND WATER DEPTH: 2.-, FEET HOLE S'ZE~ g,. GAGE HEIGHT (AGS): o FEET 10(' O~ S\\.N\\'-I\\.;\\- ,...,.-r , *~c;- ~lS~~ G*\\...., REMARKS: NO \\..VA.~ Th¥=F A -; ALL ' nm--C,......:"Jr.,~'- A~~\\:.- t-' r-.:l ~"r" lQ Es~ ~D ) (d,.pJ Ar! 2.-C 'F<:"\\ TIME FLOW METER FLOW RATE PRESSURE READING ( M \\NV~$ ) ( ) (CFM) (PSt) ,'Z. ~~~ 0 S 2.0040. 0 to rz. 3 Cj '5 V" [) 10 \\"2 "1 S~ a V" 20 lZ', 4-U v 0 2...0

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I t... PACKER TE~J IN NUL.l:. ,...- 9 PACYC I 0': Z-DOUBLE 0 SINGLE [3" INTERVAL TESTED: 2l*Q - 3~. 0° (LO~~) PROJECT: \\lOG-TLiS JOB NO: ~s\\O - 001 DATE:' r=R.. ~A::C l~ l~79 TESTED BY: Q.c. KlScR. 5 GROUND WATER DEPTH: ~,~ FEET HOLE SIZE: S'/z. GAGE HEIGHT (AGS): 0 FEET It;)f>> of' S\\.AJ'~ ~ 2"s'A.t60~ (ii',\\-e REMARKS; -rpP O£ I M,M"'-L '2,0 I e..c- [..-., t::1'-.Jl et.. SI\\f'J t,) ~ 2l,G, TIP or: TIME FLOW METER FLOW RATE PRESSURE READING ( ) ( ) (CFM) (P 5') \\\\',,)" Q 400.0 20 +~O, f( O.SI z 4<10. e, t:J.1 '3 4<1 \\, 0 tJ ' I 4 ~\\. \\ u*1 &.1t S 4<J l. 2-

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C If-s 1.N " 0-WITH SLtJ17C#J s c r. e s r<<; ,~~gCJ':- rl.lrrEdCte~", ';It(\\.f~- G-1t11 ~fl t r<< F! 4'IV {J t: I:fJ '{ 51' p C.~ f)i:".. ""0 N ;1E ~.~FV orno>> cw: : (iJllm. HOLW'1~: ) It Hole Size Hole No. I C Site v'O~...,.L( OFWAiClflNG IEsrs,

BECHTEL CORPORAT.lON SHEET-l-OF-L.- 1 z-DR!LLERS, LOG 0 F DRI LL HOLE HOLE NO. 'D PROJECT V06TLE l7£'wl't TC-!?INti Te,r/ANGLEFROMHORIZ Cf 0 BEARING LOCATION h 0' E. d.r W£ il l BEGUN q-2 9* 7 t COMPLETED 9-2.2-7.A. OVERBURDEN 0 ~ 0 DEPTH DRILLED INTO ROCK B 2. TOTAL DEPTH OF HOLE 2 ELEV. WATER TABLE NO. CORE BOXES NO. SAMPLES TAKEN CORE RECOVERY (%) FEET MODEL & MAKE OF DRI LL f A I LIN &., >00 GROUND ElEV. "2,'" 'IS HOLE LOGGED BY p~ AI If, V FA S DRI LLER 0 ~ IV & I V C~S NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLI.NG, ETC. SAMPLE DATA z z woe. 0 oe. W 0 IoU ~ 0> ~Z oe.

r:

~ t-u O i=~ loU",

~

Q. <-0 ~CI:a ~ loU c#!~ o~ ~S 0 ~o

0

~'i'" oe. Cl:au wt- ~::j w Z

r:~

IoU

r:~

Q. C) 9 , SAMPLE I CLASSIFICATION AND PHYSICAL CONDITION ) t I!f .DR'/,u o 'Vq m<<"', fw;tI L~I w' 7'" : 9£N70NI1~ pI(' e-C-If,v() , 5' I I f I 1 ', 80 I \\ j i -.4 -~ -~ -~ )o--.._-t -I-: --~. -~ -I...;: -I-~-.s <<16 *....-..,: -r-:-r- ,~ - -I ~**- -~ - 1""-.,,, '0 -~..... 20 -5{' FT. c l ~'f AMp ~,,~O YE="LLOW Hoi. No. I 0 Site Vel t;-rL r: pe Wit r~,It' I~;-'S b 'fer,/ Hole Size ~~7 ~o FT 0 r" 2" 01 P ~/FJE,V",f1*!../ ~lo""7~b S"" ~fl ee<<; &~ ~ eO! Bh *C*1i:... / pi, CISII Ct.?~ PL.;:Ie EO-: CL~IlfN (;/ff!l.VF' - s>> NP 1 # I1NItU(,1'-J1'l. )"J-cF J I

) t BECHTEL CORPORAT.ION SHEET_(_ OF.L DRILLERS-lOG OF DRILL HOLE HOLE NO. O.~211 PROJECTVOG7!.E tJ£*W~7£'IA.!&.. 1et;r Or ANGLEFROMHORIZ ClCJ BEARING--- LOCATION (,0 ef, f:, d ~ W 'ELl.. # 2. BEGUN q-2J-72 COMPLETED Cf - 2/-"z. OVERBURDEN

12. 0 DEPTH DRILLED INTO ROCK B 7.

TOTAL DEPTH OF HOLE -_....J58......... 7# ELEV. WATER TABLE NO. CORE BOXES NO. SAMPLES TAKEN _--- CORE RECOVERY (%) FEET MODEL & MAKE OF DRILL r:'A I t. IN (;. ';-00 GROUNDELEV. 21Cf,.2. HOLE LOGGED BY 001( t(,VF/tS DRILLER pt7N /(IVEltS NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRI LLI.NG, ETC. SAMPLE DATA z z w-en 0 GIl:W 0 w 2: 0> ~Z GIl:

I:

i= u O t=-, w'" B5~ ~ Do. ~*o ~1lID ~ W

~

o=> ~$ Q -'0 =0 J~ IlID U W'" W Z 2:~

I:~

Do. e9 , SAMPLE I CLASSIFICATION AND PHYSICAL CONDITION Hoi. No.

2 F)

Site VO (;-T L~ p£ WI'l7-e-~1 TEST 8 0 T 7 (')"" o r H (1 c<< 9 7 Fr. , I 8 $"FT C t:) ;L iJ I AI 14 "V\\I14 rts, ~.. H c cc S

s - 5"6 FT.

C L/It Y Ii AlII SANIJ yE'LLOW

~

0-'5 F1, .~ .~ B /fa WNJ ) I!J f\\lO Y .. ~ 100"': .. ~ ~

1

.. -*r-

)0

--=. .. ~ .. ~ s " .~Io '0.. :; .~ ..~ - -.. ~ .. ~ ...- "~ -~ ba"':I :"#~

£'

~,

ao - (lQ 't1- -9 .. ~ .mi I 70 ~'-I-'~I \\ J, r. t I S5'.....--.I_..-.t o /SL (, Hoi. Size 5, 8'> FT. I"h ~714 4, p ~p~ SC"'£~N -;0'- g~; FILtt*" /4NNye,1;n. I o-SfIJ-CE w, I,..,., C t. C'R H

51!,-Nt;

';'NO G~" \\1ft. -: . (J(<,it E" /y o,A",. HrJL E

11111."N6 Ft. o r>>

iEiVTON '1£ h1L1' t.os T c.~c.. ) II ) It

BECHTEL CORPORAl.ION SHEET --L Of~ DRILL"ERS LOG OF DRILL HOLE HOLENO.o.P,2 13 PROJECT' Va 6'T'L E DE wIT 1£1( l tv 6-,efr; ANGLE FROM HORIZ 1 0 BEARING-LOCATION 100

F.

0 ~ \\# F L. f.

2-BEGUN 9-' )-12.

COMPLETED q - 2 $"- -/:1, OVERBURDEN Q. Q DEPTH DRILLED INTO ROCK e 1, (J TOTAL DEPTH OF HOLE 8 -x of., ELEV

WATER TABLE NO. CORE BOXES NO. SAMPLES TAKEN CORE RECOVERY (%)

FEET MODEL & MAKE OF DRI LL F PIlL IN q: f) 0 0 GROUNDELEV.;Z,i,9S' HOLE LOGGED BY VON f~, " eIl.S 'DRILLER DQ('I R,ve,r CLASSIFICATION AND PHYSICAL CONDITION ~ 0 (0 To 8 4 t' c fl. ,=-0:!. :",',; ;::, \\'f,. i~ ~ ~ f ".: "3 H ~ L !... S I~- ~b F7. Y£ LL 0 tV e 9 I SAMPLE I 0,0 To. S *1=1. <:LAY

=

Bf(0 th t l j S" A N U Y -I--- -r-- -:::=:: .~

0 __..,,',

-~ -~ -~ f f O"'::"~ -~ - ~:.:- ,r -~ ..~ -~ " a - t,? :.~ SAMPLE DATA z Z wD: 0 a.: W 0 w ~ 0> ~Z a.:

c

~ t: u O i=~ w'" a.: u ~-o ~CG wZ ~ w c1t~ o=> ~$ Q ~o =0 ~I CG u wto- ~:::: w Z

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w

c£ Q.

AND ------*--------.*-- 5<<r 8 ~ F E~""" s:'iJ)), P ! I' r}, S'" Ft. £T a r 5c It ~ ~.-.J ~ <; ~ 8 'I ~ " fit... LEt) ~W II U L P, It .;" f1 c*e w' T H ~L,.E "" W G-I'-P tiE c ~::'1' f't-1tI I) NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF DRILLING, ETC. ,lO RIII £ IJ "~tf'~ p,,,,,,~ t-frJLE D /l. It,t.,,., 6-F, v,~ a,. t3 £ j\\l' rON ~ T,~ I1'PGlf} I Hoi. Size

2.,..-

Hoi. No. 1,.;-.

BECHTEL CORPORAT.ION SHEET _ OF_ DRILLERS LOG OF DRILL HOLE HOLE NO. LJB!ess PROJECT YP6TLE ~ ~ Pew4TrR [fsr$ ANGLE FROM HORIZ VERTI(AL.- BEARING _ LOCATION 20/.IV~;= INeU-Z. BEGUN 1//9/72" COMPLETED "b a/72-OVERBURDEN DEPTH DRILLED INTO ROCK TOtAL'DEPTH OF HOLE I ELEV. WATER TABLE NO. CORE BOXES NO. SAMPLES TAKEN CORE RECOVERY (%) FEET MODEL &MAKE OF DRI LL GROUND ELEV. HOLE LOGGED BY

DRILLER NOTES SAMPLE DATA ON WATER TABLE z

z w* U) 0 .CLASSIFICATION AND .w 0 w ~ 0 LEVELS, WATER RE-o> ~Z ae

t:

=: 9 u o )~ ~~ -c PHYSICAL CONDITION ~~ 0:::) ~o() ~ 0 TURN, CHARACTER OF "'0 =0 J~

u W

to-x~ DRILLING, ETC. z I SAMPLE I w

t:~

CL. ()_/ ' ~ I ('t.* \\.JAN/)y. CLAY ./;r:JIN'J

/

/5 '-S0' CLA Y 1. JAAJL) J ye/1r:;:A/" Jr)} :-:-'JS~...Jd * ~.:( -~, - i.J-~ ..*.:.~ 1# A *)- r;:- \\ - :- --~._..:.- -~ .~ bcJ- -., '~$~ . :.J) - ~.. ~,.

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20- ",.,

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C/~>.t 6~" - gs I f)4L~/

c1elfn Jnml-.Jr;.l;ld ~,I:. / /,1 (2/)/!Uldr 7>>te, ])rl / k d ~ ~ iI ~4. ho/e wl.frh ~::.f %5 / ~f 2" t /,Nf ~n 1f1t! % /()SS 0r CITculaffU>O) (//(kl"- jJl'np Iml-1r'3 I~ shell 'Une, I Hole Size Hoi. No. c:_.~*~* .~;.,,:...::? C Site J,.< . * ~II P !J~~ ~-t.-41r-".r;/1/ r;~ ~ ~ J

BECHTEL CORPORAT.ION SHEET --!..... Of~ DRILLERS lOG OF DRILL HOLE HOLENO.6.P.20 PROJECT \\J 0 Go TIL E "E \\VliT£8 if ~ r SO ANGLE FROM HORIZ rOo . BEARING LOCATION 60'N.o-f. \\U~ll #: 2 BEGUN 9-J9-7~ COMPLETED 7-"20-12. OVERBURDEN Q. 0 DEPTH DRILLED INTO ROCK (:J.. 0 FT. TOTAL DEPTH OF HOLE. ',6 q, 0 ELEV. WATER TABLE NO. CORE BOXES NO. SAMPLES TAKEN CORE RECOVERY (%) FEET MODEL & MAKE OF DRILL Elf It... I Nfj.., )0 0 GROUNDELEV. "2ltt,S HOLE LOGGED BY fJ(JN f(JV~pr DRILLER DON ~,vE~[ NOTES SAMPLE DATA ON WATER TABLE ~ z Z w~ VI 0 ClASSIFICATION AND ~w 0 w ~l 0 LEVELS, WATER RE-o> ~Z ae t= 0 u O w"" ~u -c PHYSICAL CONDITION ~~ w ~ TURN, CHARACTER OF ~~ 0::) ~-o ~$ wZ ~ 0 ~o =0 ~'i" ~

u wt-

~::I w DRILLING, ETC. z

~

I SAMPLE I w

I:~

a;. I D~I4.t~D "/q" D'A"".. Hf)f..E~ f3 t! N T!.I~/T 11 vt;E ()..: 14 S ()" JLL I AI G FLU /I.) LOS; CJllC.1JLA.,...~.AI ("O !F1". ~~.. ~ E T es. ~

J."

fl 17e, 70-gS' 5~{lEE~ 6- ~ A V (. J...'file ~ I" AN AIl/L 14ft ~ Plt~t - Hoi. Size __......... II' fit ('. I i r I I rI, * ~ -~ .~ .. ~ ~. -~ ..~ v* ..~ .~ ..~ .~ ttO.. ...... ~ ..~ ~.- -r---..r- ..~ -~ 0 -. -_. f?- -- '. ~' If.. ~ " \\,;;)- _ J-'..,. SO':' -t{ . ~.

~

o*0 - '5". 0 F 1'.. C ~ If Y ~ BRIJWN~ ~FfNOr-* I~.f>-~~. ~) F-t Ct.If:IV AND S IJ Iv /:1; YE J.. L 0 ~_.__."- " --- ~_.4* 1----------------.- ~'.{j-85~DFT, ll1 Jfl D wH /T£~ Hoi. No. --=:2.......0

I LOGS OF DRILL HOLES WITH POROSITY DATA

BECHTEL SHEET -..L. OF_6_ 1 GEOLOGIC LOG OF DRILL HOLE HOLE NO. 102 PROJECT Alvin W. Vogt1e Site ANGLE FROM HORIZ 90° BEARING LOCATION E 623,726.6 N 1,142,796.1. BEGUN 8-17-71 COMPLETED ~8---19---7 OVERBURDEN - DEPTH DRILLED INTO ROCK TOTAL DEPTH OF HOLE _200 ' ELEV. WATER TABLE NO. CORE BOXES NO. SAMPLES TAKEN _ 39 CORE RECOVERY (%) FEET MODEL &MAKE OF DRILL __ C~_fE_5_5_~~:---~__ GROUND*ELEV. 211.53 HOLE LOGGED BY S. Chaudhary DRILLER LETCO-Shealy (SM/SC) (SC) CLASSIFICATION AND PHYSICAL CONDITION 30.0-40.0' (Approx.): SAi'1D; Firm, brown, medium ~ fine-grained, some clay

25.0':

Dense, brown. I SAMPLE I 0-30.0'(approx.): SILTY SAND; Firm, red-brown, medium to fine-grained,

.~~.

trace of clay * .... '~ 5-:' 1 2~.rr 4 ~ 5 25-*.. : ... ~

.l '

e o ~ 30...: ~~,;.: 6

~..

.~~ ..~ -~ ~~~ -....~ 10-= '. 2 'loo-0 ~ 15 3 "-.... ~ 182 202 192 9 15 15 13 10 10 10 Z &AI 0 u a: ~ z: LU ~ ~ ~ ~ ~ 0 ~ Q U 'AI LU ~ a:: L.lL 2-3-~ 6 2-3-~ 6 7-10-10 20 5 25 43 8 16 27 8 1 20 5 2 1q -J &AI o o - ~ en SAMPLE DATA - Sp1i Spoo ~ NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF . t:;>RI LLING, ETC. (Note: sample locations are

approx, )

I 102 Hole No. _~ Unit /11 Site 4" Hoi. Size

(SM/ SC) 68.5-77.0' : (Approx.): SILTY - - - SAND ;- - Fi rm, -l +/-gh t --gray -&- - - - -- - tan, medium to fine-grained, with some clay. 3 63.5'-68.5' (Approx.): Firm, light gray & tan, very silty, plastic, with sand seams. (CL/~) 65 6 1 3-4-* 3-8-1 20 I i S-S-ll I 22- - - --- - I t.2_ 0 SHEET 2 OF 6 PROJECT Alvin w. Vogt1e Site HOLE NO 102 NOTES SAMPLE DATA z ON WATER ~ 0 x TABLE Q en 5 Co:> CLASSIFICATION AND &AI ~ Q. 0 LEVELS, WATER RE-I- o ~ U III 4( -' ~ w xO z au .oJ PHYSICAL CONDITION. ~ 0 8 ~ ~ 0 &&a Q TURN, CHARACTER OF I-0 t;i u .oJ ~ to-t- en DRILLING, ETC. 2 4( at III l: Q. 35.0' : Soft, sticky when wet. (SC) 2-14 17 12 172 40 "31 40.0-50.0'(Approx.): SILTY SAND-Dense, brown, medium to fine-grained, trace of clay. 1 45.0': 45 9 Red spots inside sample. (SM/SC) 31 1 162 50 '. :10 e. ~

. :11 19-37 38 8 55.0' :

dense silty, Very 55 e. 75 medium to fine ~. 57.0-68.5': SILTY CLAY:

Tan, 5 8 9

fine sand. 152 60 13 72.0': 100% water loss

(Sample 15):

In penetrating the third 6" segment, 2' penetration fo'r 1 b10W & then 1-{) bl-ows for -.f ur.r her. -6 ~. 102 Hole No --- Sit. Unit II 1 4" Holt Sizt -------

(CL-cal) SHEET 3 OF_-¥.6__ HOLE NO__l_0_2 115.0': Very hard. CLASSIFICATION AN 0 PHYSICAL CONDITION. 88.5-103.5' (Approx.): Very stiff to hard,

gray, p~astic,.cal car eous,

with shell inclusions. 83.5-88.5,. (Approx.): Calcareous, plasti~,: very* stiff to hard, gray. " 77-.0-142.5': SILTY CLAY: Very stiff to hard, brown & gray (calcareous) occasional shells. 85 95 00 20 112 20 100 5" 0-38 49 20 122 90 87 +100 13-2 5 2 +100 +100 2 103.5'-142.5': 05 Hard, gray, plastic, _ calcareous. 1" 22-3 63 2 102 10 PROJECT Alvin W. Vogtle Site NOTES SAMPLE DATA z 0 ON WATE R TABLE Q en )a ~ e a: 0-0 I-o~ U IAI c LEVELS) WATER RE-el ..J ..J X 0 Z III .J at 0 o.... ~i 0 &&I Q TURN, CHARACTER OF t-0 o U .J ~t-t- en III DRILLING, ETC. 2 I C ~ e ~ Set casing 0'-72' 100 8 t 132 80 102 HOle No ------ Site IIn1 t Itl 4" & 3" Holt Size -------

6 4. OF 102 Alvin W. Vogtle +10 II 12-1 J2 82 4 I CLASSIFICATION AND PHYSICAL CONDITION. 135.0': Stiff 92 7 15 12-29 4 76 n NOTES SAMPLE DATA z 0 ON WATER TABLE Q en t= I- &1,1 tJ: Q. 0 LEVELS. WATER ~ .oJ - 0 ~ U III c RE- ~ w % 0 Z iii ~ a: 0 o N t;~ ~ 0 1&1 Q TURN, CHARACTER OF ~ 0 o U .oJ ~~ en Q &1,1 III DRILLING, ETC. 2 C II: &6.l C Q. n 65 5 12 145

: :28 l42.5-172.5'(Approx.):

SILTY S&~; Gray, dense, med-ium to fine-grained, trace of clay. (SM/sc) 29-3 -4 7 62 15 150.0': Very dense, dark $ray, slightly ~alcareous. 85 0-102 HOle No, ------

Sit, Unit #J 3"

Holt Sizt -------

5 Alvin W. Vogtle Site PROJECT ---::~ SAMPLE DATA z ~ 0 CLASSIFICATION Q U) ~ ~ e AND &1.1 ~ o~ C,) w -e ~ 0 ~ -' W %0 Z ~ PHYSICAL CONDITION, II: 0 o N t;; ~ 0 &&I Q 0 o - U ..J ~... en 2 I Q &&I III SAMPLa -e ~ ~ c: Q. 100 2 i' I 69 42 6" I NOTES ON WATE R TABLE LEVELS, WATER RE-. TURN, CHARACTER OF DRILLING, ETC. 100 2: 45 2" 73

5 100 Sll 50 J

4 50 V 2 -:"'~ ~ 52.;1.60-= ~ : :. 31 ~ _0. 16.L:: '.. 32 _....~ ~ -ur : '0 _.: 0:_ 170-::::: 33 ~ .. : ~ ~ ~; -.:::~ 17s..:

, 3~

-.. :.~ _e* *. 32 18Q..:::: :35

1--

-'.l- 'f-- 1Ss.-.::-: : : 36 -'. :.1-- I I .'~ 22 19Q.:**:*: 37 .:,~ -' :. ~ ~

'1--

.r :', 38 (SM-SC) 172.5-200.0': SILTY SAND; Very dens~t dark gray, slightly calcareous, with trace of* clay. (SM) HOle No 102 Site Un!t 111 3" Holt Sizi -------_

6 SHEET 6 OF_.....w..-_ HOLE NO l_02 CLASSIFICATION AN 0 PHYSICAL CONDITION. 195:: ~ -:"""~

j. 3t1 200~: ":~

I;' 12 18 TTt SAMPLE DATA z 0 Q en III a: t= ~ ~ o ~ u C -I W 0 Z a: 0 8 ~ t;~ ~ 0 III ~ 0 U ...J ~.... ~ Q 1&1 IIa

a.

c a: &AI e CL Alvin W. Vogtle Site NOTES ON WATER TABLE LEVELS,WATER RE-TURN, CHARACTER OF DRILLING, ETC. PROJECT __~~:.::-~~c..=..:::.='--::::=...::.:.- 1I-----------.-,------------,r----,.--,..--..,... 200.0' BOH - - - ----- - -- -- t--- - --_ ~ ~ ~ I - - - - ---------- ~- - - - - - - -~-~ f_ - - - ------ -- ~--- - HOle No 102 Site Unit til 3" Hole Size --------

FEET, H,OLE LOGGED BY BECHTEL SHEET_l_OF-L GEOLOGIC LOG OF DRILL HOLE HOLE NO.

102A PROJECT "Al vi n W. Vogtle Site ANGLE FROM HORIZ 90° BEARING LOCATION Adjacent to 102 BEGUN 8-31-71 COMPLETED 9-2-71 OVERBURDEN DEPTH DRILLED INTO ROCK TOTAL DEPTH OF HOLE 177.0 ' ELEV. WATER TABLE NO. CORE BOXES NO. SAMPLES TAKEN _1_4 CORE RECOVERY (%l MODEL & MAKE OF DRILl_......A--.,;c;;".;o.k....e.....r_* GROUND ELEV. 211.5 DRILLER LETCO-Ivey 102A (SC) (SM) Hole No. _~~........_ Sit. Units 1 & 2 28.0-58.0': SAND;

Clayey, tan.t o 'br own to light-gray" slightly silty, with some sandy,cl ay

I SAMPLE' CLASSIFICATION AND PHYSICAL CONDITION i~~!

0.-1.0': TOPSOIL _.i,~=.t::;' _: ~, ~_ :.: ~.

1. 0-28 *0' :

SAND ; Red-brown, fine-grained, siltjr, firm. 5-=.._ .. r: :: 1 o. 10": --,' :. 2 -.'::*o::~ -,.-'- ~... 15- " "r-- -'_:.:. 3 15.0': Sand becomes firmer. 9 0. 20

~ ~

~: _0'. 25 -: : :' 0 .. :0&. 30....:1- ..VA 4

~-"

-=1

~

G~ SAMPLE' 'r '~~~,} NOTES DATA z 'ON WATER TABLE z 0 0 aU) Ii,J ~ LEVELS, WATER RE- ~ o~ u a::: -c ~.J .J W J:O Z W ~ TURN, CHARACTER OF a::: 0 o N ~ 0 o - ....J 0 ~ w... U) Ii,JCD C U 161 DRILLING, ETC. z ~ I ~ UJ UJ c c: C Q. 5" Casing to 80'

212
.. Deni son 4"

24 15 202 24 16 It 18 16 192 i \\ 0' / \\;, - ,-_ 0 182 n-n 18 15 Hoi. Size 7-3/4"

C.""\\' SHEET 2 OF__5 HOLE NO__l_O_2_A_' CLASSIFICATION AN D PHYSICAL CONDIT~ON. 58 *0-71. ?' : CLAY; Tan to, 6 light,gr ay, firm, slightly silty. 172 -40 24 24 152, 60 45 (SC) 162, 50 § f ~ 55 PROJECT Alvin w. Vogtle Site NOTES SAMPLE DATA z z 0 ON WATER TABLE 2 Qen a: i= ~.... o~ o ~ Q. 0 LEVELS) WATER RE- .... w ~o z au IX 0 o N tii ~ 0 11.I 0 TURN J CHARACTER OF ~ 0 o - u ~I-I- en ~, 1&.1 DRILLING, ETC. ct a: IIJ c CL 4" 16 16 11 24 24 65 142 70 24 1 7 (eL) 8 ( ( 71.7-78.0': SAND; Tan to gray, silty, firm, shell, (. fragments. HOle No lQ2A Site Units 1 & 2 7-3/4" Hoi e Siz e --.;.---.;;;~---:--

eCL) Slightly sandy. 3 HOLE NO CLASSIFICATION AN D PHYSICAL CONDITION. 10Q.0': Slight~y silty. 78.0-145.0': - CLAY; Greenish gray, vf7-ry hard, slightly silty.

77-78' 1" void 9

10 102 11 112 10 122 24 9 Alvin W. Vogtle Site PROJEeT __~:::::..:..~....:.:....:.-.:..:::..c..::..=.=. 2 1° Lost-all drill mud at 77' II 16116 At 80"' switch to I 132 80 4-1/2"

Set 50' of 5" c'asLng,

. 12l12 85 I ( ~.,: c c ~j SAMPLE DATA

~*~2..~i7i NOTES Z

z 0

t:

ON WATER TABLE ~ -2 ccn ILl CI: i= LEVELS, WATER RE-- ~.J o~ Co) &i' c( Q. 0 .J W %0 Z IU .J II: 0 o N ~i ~ 0 LIJ Q TURN, CHARACTER OF .... 0 o - Co) -J ~... ~ en Z, LIJ IIJ DRILLING, ETC. et II: L&J c: Q. eCL) 7-3/4" 1/2" Ho Ie Si z e- --'-~-~----:.-=~ Hole No l02A Site Units 1 & 2

4 (- (. c-c (eL) (cr.) Some shell fragments. HOLE NO CLAS"SIFICATION AN 0 PHYSICAL CONDITION. 25 92 20 82 _ 24 24 ~4 24 II 4" -II ROJECT Alvin w. Vogtle Site NOTES SAMPLE DATA z z 0 ON WATER TABLE )- 2 Q en 11.I a: i= C!) ~ 0 LEVELS) WATER RE-ti-l o~ U III -e 1&1 .J W

r:: 0 z

.J a:: 0 o N tii ~ 0 1&1 Q TURN 1 CHARACTER OF t-0 o - U .J ~... en ~ I Q 1&1 1&1 -DRILL ING, ETC., ocr a: &&J c: 0. 145.0--177.0': SAND; Very dense, gray, silty. 62 5 (SM) Ho le No IQ2A Site Unj ts 1 2 4-1/2" Hole Size -------

5 5 Alvin W. Vogtle Site PROJECT__~::":"::::::""-::":"':-~2..=.==--'::"="::-=--- ~ NOTES SAMPLE DATA _~.y z ON WATER TABLE z 0 2 c (I) I&J a: ~ LEVELS, WATER RE- ~ ~ o~ U III cl ~ W 0 Z ~ 0 0 N t:i; ~ 0 III TURN, CHARACTER OF to- 0 0 iii u ..J ~ l-t- 0 &1.1 I&J DRILLING, ETC. '2 cr a: LL.I II: 0. .: ~: ;: l60-=;_:. :- ...65_:::: L70 -:: =: - : :: ~ -I..'. ~ : _'0 ** 175....:~: ::~ -::.:1'4 I-L' 1,--- \\. r> : ~ ~----------------------------- ~ ~--- 4" ~4 18 52 42 31 ~ CL W Q "o ..J CLASSIFICATION AN 0 PHYSICAL CONDITION. SAMPLcl (8M) BOH 171.0' l02A Hole No 4-1/2" Hole Size --..;...~----- Units 1 & 2

BECHTEL SHEET-L OF---L GEOLOGIC LOG OF DRILL HOLE HOLE NO. 111 PROJECT Alvin W. Vogt1e Site ANGLE FROM HORIZ 90 0 BEARING LOCATION E 623,726.39 N 1,143,256.11 BEGUN 8-15-71 COMPLETED 8-18-71 ' OVERBURDEN DEPTH DRILLED INTO ROCK TOTAL DEPTH OF HOLE 200.0 ELEV. WATER TABLE NO. CORE BOXES NO. SAMPLES TAKEN __39 CORE RECOVERY (%) FEET

MODEL & MAKE OF DRI LL __C_ME_~~~~

GROUND ELEV. 207.18 HOLE LOG9ED BY G. T. LeFevre DRILLER LETCO-Ross SAMPLE *DATA CLASSIFICATION AND PHYSICAL CONDITION NOTES ON WATER TABLE LEVELS, WATER RE-TURN, CHARACTER OF ORI LLING, ETC. ..J &&.I o N o - ~ V) eV) o~

0

~.J &&.leD 211 c: &IJ U Z c(> Q c( >a:: L&J>o U L&J a:: 207 SAMPLE 0.17.5 SILTY S&~; Red-brown, fine-grained, sub-angular loose

Spli Spoo 2 4 5 11 197 5

10 " : ~ 1 -rr.i- .0 * ~ ;. o.

~: 2 0

o* 8.5' : (SM) Medium-dense. (SC) 17.5-21.0': CLAYEY SAND; Red to orange-brown, fine: to mediu~grained, sub-angular, loose. (SC) 7 (SC) 6 28.5': Alternate layers of CLAYEY SAND, brown, fine-grained, & SILTY, SANDY ~, tan, fine-grained. 21.0-55.0': CLAYEY S~\\~; 5 Tan to light brown, fine to medium-grained, sub-angular, loose with silt~ clay lenses. 4 .... 3

~ ;

25 20 15 177 30 187 3 9 6 11 7 17 6 13 5 1 19 32.0': 100% water loss. Set NX casing to 37.0'. I 111 Hoi. No. Site Uni ts 1 & 2 4" Hoi. Size

6 2 OF SHEET 70.0-138.5': SILTY CLAY; Greenish-gray, stiff, calcareous, with shells & trace of sand. CLASSIFIC~TION AN 0 PHYSICAL CONDIT-ION. HOLE NO_....l...l..1 63.5-65.0': SILTY CLAY; Light brown, soft, with 13 __~U_fi~-..z~a!~cL.~,j.~__ 65.0-70.0': SILTY SAND; Tan, fine-grained, sub-angular, with shell fragments.

'-:'-:'11 -.-..._------_.---------

55.0-63.0': SANDY CLAY; Light greenish-yellow, very fine-grained, soft.

<:'::: 10 48. 5 ' :

Red-brown, slightly clayey, fine to medium-grained. 147 137 2-2-3 5 3-4-5 9 9 3 25 12_~-31 100 137 7 1 9-11 15 26 It PROJECT Alvin W. Vogtle Site NOTES SAMPLE DATA z ON WATER TABLE ~ 0 Q en &AI 5 ~ ~ Q. 0 LEVELS. WATER RE-t- e ~ U III C ~ ..J..., %0 Z ~ IU ~ a: 0 TURN,CHARACTER OF ... 0 o N t;; ~ III Q o - U ..J ~... ~ en III DRILLING, ETC. 2 c cz III w C Q. 63.0' : 100% ~ water loss. Set NX casing to ~ 67.0'. i 111 H 0 te No -------=----- Site Votts 1 & 2 S* 4" - 2-15/16" IZI Hot.}}

ML071710015

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