ML071710015

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Ground Water Supplement. Chapter 3.2 (Continued)
ML071710015
Person / Time
Site: Vogtle, 05200011  Southern Nuclear icon.png
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


Text

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"2ltt,S HOLE LOGGED BY fJ(JN DRILLER DON NOTES SAMPLE DATA ON WATER TABLEz ZVI 0ClASSIFICATIONAND 0 w 0 LEVELS, WATER RE-o> ae: t=0 u O;::::....w""-c PHYSICAL CONDITIONwTURN, CHARACTER OF0::)wZ0=0....*u wt- w DRILLING, ETC.zI SAMPLE I wa;.I "/q" D'A""..

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-("O!F1".-......--....--.-.._...E T es.:J." fl 1 7 e,: 70-gS' A V (.J...'fileI": AN AI l/L 14ft -...--......---...---.....Hoi.Size__........._II'fit ('.I i r,I;I r I,*...-1-v*..--.'-..-.'..--ttO...,.*........-r---..r--.,.....'0-.-_.-f?-....--'.--.-If....\,;;)-_J-'..,.SO':'-t{..--**..*....*....---.............o*0-'5".0 F 1'..CIf YF-t Ct.If:IV AND S IJ Iv/:1;Y E J..L 0__."-"---.----.1---------------- .- ll1JflD wHHoi.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 OVERBURDEN -DEPTH DRILLED INTO ROCK TOTAL DEPTHOFHOLE_200'_ELEV.WATER TABLE NO.CORE BOXES NO.SAMPLES TAKEN_39_CORE RECOVERY (%)FEET MODEL&MAKE OF DRILL__ __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, mediumfine-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-".-".'........-.rr 4-"-.:......'._.:.,...'...."--..:.5 25-*..:.....,.*.l':*.....*..*e o30...: 6..........-.:...".'.-....10-='.2*'loo-.'...'.-.-.'...'*0*_15:.3"-......'.:::::-.'-'...182 202 192 9 15 15 13 10 10 10 Z&AI>-0: u a:;::z: LU>>0Q U'AI LUa:: L.lL. 6 6 7-10-10 20 5-18-25 43 8-11-16 27 8-9-1 20 5-7-2 1q-J&AI o.....oenSAMPLEDATA "............-Sp1i..-Spoo.............."..........----"..--........."....----......"*-*......--....*......*.."....NOTES ON WATER TABLE LEVELS, WATERTURN, CHARACTER OF.t:;>RI LLI NG, ETC.(Note: sample locations are*app rox,)I 102 Hole No._Unit/11 Site_4" Hoi.Size_ (SM/SC)68.5-77.0'

(Approx.):

SILTY---S AND;--Firm ,-l+/-ght--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. 65 6 1 3-4-*3-8-1 20 I i S-S-ll I 22-------It.2_-7-0""" SHEET 2 OF 6 PROJECT Alvin w.Vogt1e Site HOLE NO 102 NOTES SAMPLE DATA zONWATER0 x TABLE Q en>5...Co:>CLASSIFICATION AND&AIQ.0 LEVELS, WATER RE-I-oU III 4(-'w xO z>>au.oJ PHYSICAL CONDITION.0 80&&a Q TURN, CHARACTER OF I-0 t;i u.oJto-t-en.., DRILLING, ETC.2*4(at III'" l: Q.35.0': Soft, sticky when wet.(SC)" 2-141712 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-.fur.rher._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.CLASSIFICATIONAN0 PHYSICAL CONDITION.88.5-103.5'(Approx.): Very stiff to hard, gray,.calcareous , with shell inclusions. 83.5-88.5 ,.(Approx.): Calcareous, very*stiff to hard, gray." 77-.0-142.5': SILTY CLAY: Very stiff to hard, brown&gray (calcareous) occasional shells.85 95 0020112 20 100 5" 0-38492012290 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%ONWATER TABLE Q en)a...e'" a: 0-0 I-U IAI c LEVELS)WATER RE-el..J..J..., X 0 Z>>III.J at 0 o....!0&&I Q TURN,CHARACTEROF t-0o-U.Jt-en...III DRILLING, ETC.2 I C.....eSet casing 0'-72'" 100 8 t 132 80 102 HOle NoSite IIn1 t Itl 4"&3" Holt Size------- 6 4.OF_102 Alvin W.Vogtle"+10 I I" 12-1 J 2 82 4*I CLASSIFICATION AND PHYSICAL CONDITION. 135.0': Stiff 9215 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-0U III c RE-w%0 Z>>iiia: 0 o N0 1&1 Q TURN,CHARACTEROF0o-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.): SILTYGray, dense,ium to fine-grained, trace of clay.*..(SM/sc)" 29-3-4 76215*..::: '.:.....150.0': Very dense, dark$ray, slightly " 85 0-102 HOle No ,Sit, Unit#J 3" Holt Sizt------- 5 Alvin W.Vogtle Site PROJECT _SAMPLE DATA z0: CLASSIFICATION Q U)>-e AND&1.1...C,)w-e0-'-'W%0 Z>>'"PHYSICAL CONDITION, II: 0 o N t;;0&&I Q...0o-U..J.......en 2 I Q&&I III SAMPLa-ec: Q.100 2 i'I 69-42 6" I NOTESONWATER 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-..:;-..'.-1---..-'. 17s..::,-..-..,-::.-..'-',.-'::_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 dark gray, slightly calcareous, with trace of*clay.(SM)HOle No 102 Sit e Un!t 111 3" Holt Sizi-------_ 6SHEET6 OF_.....w..-_ HOLE NO l_02_CLASSIFICATIONAN0 PHYSICAL CONDITION. !" 195::-'-""...-._.". --": j.3 t1I;'12 18 TTt SAMPLE DATA z!>-0 Q en III a: t=ou...C-I W%0 Z>>a: 0 80 III0 U...J........Q 1&1 IIa:a.c a:&AI e CL---------Alvin W.Vogtle Site NOTES ON WATER TABLE LEVELS, WATERTURN,CHARACTEROF DRILLING, ETC.PR OJ ECT__ _1I-----------.-,------------,r----,.--,..--..,... --.200.0'BOH-------------_----------------------I-----------------------------------------------------------------------------------------------------------------_------------------HOle No 102 S ite Unit til 3"HoleS ize-------- FEET ,_H ,OLE LOGGED BY_BECHTEL SHEET_l_OF-L GEOLOGICLOGOF DRILL HOLE HOLE NO.102A PROJECT"Alvin 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 DEPTHOFHOLE 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.to'brown to ligh t-gray" slightly silty, with some sandy ,clay*I SAMPLE'CLASSIFICATION AND PHYSICAL CONDITION0.-1.0': TOPSOIL _::.:1.0-28*0': SAND;Re d-brown, fine-grained, siltjr,: ".'firm...5-=.._--...r::: 1.-: ',.."--........."_::: o...." 10":::_,--,':.2-..:.:..-,.-'-...15-""r---'_:.:.3 15.0': Sand becomes firmer._.':-_9:: "_:..--:::.-:..-'0.20: '.,_:.::..'..::::::_0'...:::.-."-..'.'25-:::'-.:".-:;;:..'"'.:: ':::-.0.." ,.:...;...:0&...VA 4-=1SAMPLErNOTES DATA z'ON WATER TABLE z 0 0 aU)Ii,J>LEVELS, WATER RE-u a:::-c.J.J W J:O Z WTURN, CHARACTER OF a::: 0 o N>...0o-....J>0w......U)Ii,JCD C U 161 DRILLING, ETC.zIUJ 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.""\.-.SHEET2OF__5__HOLE NO__l_O_2_A_'___CLASSIFICATIONAND PHYSICAL58*0-71.?': CLAY;Tan to , 6 light ,gray, firm, slightly silty.172-402424 152 , 60" 45 (SC)162 , 50§f55" PROJECT Alvin w.Vogtle Site NOTES SAMPLE DATA z z 0%ON WATER TABLE>...2 Qen"" a: i="....o""Q.0 LEVELS)WATER RE-....w z>>au....IX 0 o N tii0 11.I 0 TURN J CHARACTER OF0o-u....I-en"" 1&.1 DRILLING, ETC.ct a: IIJ c CL" 4"1616"*"".112424 65 142 70241 7 (eL)8 ((71.7-78.0': SAND;Tan to'gray, silty, firm, shell, (.fragments.HOleNo lQ2A Site Units 1&2 7-3/4" Hoi eSiz e eCL)Slightly sandy.3 HOLE NO_CLASSIFICATIONAND PHYSICAL CONDITION. 10Q.0': silty.78.0-145.0': -CLAY;Greenish gray, vf7-ry hard, slightly silty.----77-78'1" void 9 1010211 112 10 122 24 9" Alvin W.Vogtle SitePROJ EeT__ _2 1°Lost-all drill mud at 77'I I"" 16116 At 80"'switch to I 132 80 4-1/2"*Set 50'of 5" c'asLng,.12 l 12 85"" I" (..--.,.- c cSAMPLEDATA.. NOTES Z z 0:t: ON WATER TABLE>-2 ccn ILl CI: i='"LEVELS,WATER RE--.JCo)&i'c(Q.0.J W%0 Z>>IU.J II: 0 o N0 LIJ Q TURN, CHARACTER OF....0o-Co)-J...en Z , LIJ IIJ DRILLING, ETC.et II: L&J c: Q.eCL)7-3/4"-4-1/2"HoIe Size-Hole No l02A Site Units 1&2 4 (-(.c-c (eL)(cr.)Some shell fragments.HOLENO_CLAS"SIFICATIONAN0 PHYSICAL CONDITION. 259220 82_2424 24 II 4"-II" ROJECT Alvin w.Vogtle Site NOTES SAMPLE DATA z z 0%ONWATER TABLE)-...2 Q en 11.I a: i=C!)0LEVELS)WATER RE-ti-lU III-e 1&1.J W:r:: 0 z>>.J a:: 0 o N tii0 1&1 Q TURN 1 CHARACTER OF t-0o-U.J......enI Q 1&1 1&1-DR ILLING,ETC., ocr a:&&J c: 0.::.145.0--177.0': SAND;Very dense, gray, silty.*625 (SM)Ho le No IQ2A Site Unj ts 1&2 4-1/2" Hole S ize------- 5 5 Alvin W.Vogtle SitePROJECT__ _NOTES SAMPLE DATA z ON WATER TABLE z>-0 2 c (I)I&J a:LEVELS, WATER RE-U III clW%0 Z>>0 0 N t:i;0 III TURN,CHARACTEROF to-0 0 iii u..Jl-t-0&1.1 I&J DRILLING, ETC.'2*cr a: LL.I II: 0....-'".-::::_...,.:;:-:-:..,-::.: l60-=;_:.:-_:'._:.'.-'.:._:'-:..-".-: '._".'....65_::::-...'-::..::::;-.-::::-:...-:::: L70-::=:_....-'.'.-:::-I..'.-:::-:::::-::_'0**-.'-::.:1'4_:.: I-L'1 ,---"\.r>:----------------------------------------:...----------------:.-----.-------------" 4" 18 52 42 31::CL W Q" o..J.---.-----.--_.-----------------------CLASSIFICATIONAN0 PHYSICAL CONDITION. SAMPLcl (8M)BOH 171.0'l02A Hole No 4-1/2" Hole Size Units 1&2 BECHTEL SHEET-L OF---L GEOLOGICLOGOFDRILLHOLE HOLE NO.111 PROJECT Alvin W.Vogt1e Site ANGLE FROMHORIZ90 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__ _GROUND ELEV.207.18 HOLE LOG9ED BY G.T.LeFevre DRILLER LETCO-Ross SAMPLE*DATA CLASSIFICATION AND PHYSICAL CONDITION NOTES ON WATER TABLE LEVELS, WATERTURN, CHARACTER OF ORI LLI NG, ETC...J&&.I o NoV)eV):0&&.leD 211 c:&IJ U Z c(>Q c(>a:: L&J>o U L&J a:: 207..-.SAMPLE 0.17.5 SILTYRed-brown, fine-grained,angular loose*Spli Spoo"411 197 5 10":1.....0*;..'.*.......o.:: 2*.*.*0 o*8.5': (SM)Medium-dense. .....""" (SC)17.5-21.0': CLAYEY SAND;Red to orange-brown, fine: toangular, loose.(SC)7 (SC)6 28.5': Alternate layers of CLAYEY SAND, brown,grained,&SILTY, SANDY tan, fine-grained. 21.0-55.0': CLAYEY5Tan to light brown, fine to medium-grained,angular, loose with clay lenses.4....3;;:..........:::: 25 20 15 177 30 1879111713 5-8-1 19"" 32.0': 100%water loss.Set NX casing to 37.0'.I 111 Hoi.No._Site Uni ts 1&2 4" Hoi.Size_ 62OF_SHEET 70.0-138.5': SILTY CLAY;Greenish-gray, stiff, calcareous, with shells&trace of sand.AN0 PHYSICAL CONDIT-ION. HOLE NO_....l...l..1__63.5-65.0': SILTY CLAY;Light brown, soft, with 13__ __65.0-70.0': SILTY SAND;Tan, fine-grained,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 9-12-3 25 100 137 7 1 9-11 15 26""" It PROJECT Alvin W.Vogtle Site NOTES SAMPLE DATA z ON WATER TABLE0%Q en&AI>5"Q.0 LEVELS.WATER RE-t-eU III C..J...,%0 Z>IUa: 0 TURN ,CHARACTER OF...0 o N t;;III Qo-U..J...en III DRILLING, ETC.2 , c cz III w C Q.63.0': 100%water loss." Set NX casing to67.0'.i" 111 H 0 te No Site Votts 1&2 S*4"-2-15/16" IZI Hot.}}

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