ML20040D916

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Forwards Rationale & Refs Used to Estimate Shear Wave Velocity for Glacial Tills at Site.Rationale Will Be Discussed at 820202 Meeting W/B Jagannath
ML20040D916
Person / Time
Site: Clinton Constellation icon.png
Issue date: 01/27/1982
From: Wuller G
ILLINOIS POWER CO.
To: John Miller
Office of Nuclear Reactor Regulation
References
U-0409, U-409, NUDOCS 8202020390
Download: ML20040D916 (32)
v • d • e


Text

{{#Wiki_filter:, U-0409 -82(01-27)-6 /LLINDIS POWER COMPANY y 500 SOUTH 27TH STREET, DECATUR, ILLINOIS 62525 January 27, 1982 e 4 Mr. James R. Miller, Chief EOpfN6O q Standardization & Special Projects Branch Division of Licensing L7 2 Office of Nuclear Reactor Regulation U. S. Nuclear Regulatory Commission P Washington, D.C. 20555 9

Dear Mr. Miller:

Clinton Power Station Unit 1 Docket No. 50-461 In response to the recent verbal NRC request by Mr. B. Jagannath, HGEB this lecter transmits the rationale and references that were used to estimate the shear measure-ments made at five sites. In all cases, both the compressional and shear wave velocities were measured in the field. The above data have been docketed, except Attica, as part of the Applicants' SAR submittals. Figures presenting the velocity measurements and relevant boring logs are enclosed for Fermi III, Sterling, Bailly, and LaSalle stations. Poisson's ratios for glacial soils range from 0.45 to 0.48 based on the values calculated from the measured velocities presented in Table 1. As a result, it was estimated that Poisson's ratios for the Illinoian glacial till and Wisconsinan glacial till are 0.46 and 0.48, respectively. These values, along with the measured compressional velocity, were utilized to calculate the estimated shear wave velocity at Clinton. It is our opinion that the estimated velocities presented on the revised FSAR Figures 2.5-369 through 2.5-371 are realistic. We are planning to discuss on February 2, 1982 with Mr. B. Jagannath the above rationale used in arriving at the shear wave velocity for the glacial tills of the CPS site. Sincerely, 306/ /.hYd g2020390020127 G. E. Wuller / [ A ADOCK 05000461 Supervisor-Licensing PDR Nuclear Station Engineering HBP /lt cc: J. H. Williams, NRC Clinton Project Manager, (w/o attach) H. H. Livermore, NRC Resident Inspect 6r, (w/o attach) B. Jagannath, HGEB, (w/ attach) I

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e e, fiat se setous clO 020 030 040 050 060 070 080 0 l i '-- no otti ria sito*o I l 20 g, 30 y 40 ,2700 esti ran sito=0 a l l l t. 50 e J i l i l l 60 l 1 f% 1 4 l 5.70 ?, 3 g .it 80 y \\. 'O L, i I \\,l 6500 sitt ria sito=st l i i 11 0 ^ .4 l 1 I l 12 0 ^ 1 4 f i I 13 0

1. ;.

l i e40 i COO 2000 3000 4000 5000 6000 7000 8000 f s*Las..t vttatis, Fiti ett stEE=D UPHOLE SHEAR WAVE VELOCITY SURVEY BORING 204 onuss n mooses pppy.................... THE ST E R LI N G POWER PROJECT

e t f*E is SECC=DS Oto C2O 030 040 050 3 1 13 \\j l \\, -1 23 : \\ 00 t, N3 rt.itet. i 43 ;-.--. asam casto,to e it. 3 l t il l 53 I I 63 i 'l O i i1 ID: ' '] l e55 E l l e3

t I

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  • 4000 8000 12,000 66,000 20,000 co-ntssi =at mot Vf LCCiff 14 Ftti PLE stCD*O UPHOLE COMPRESSION AL WAV E VELOCITY SURVEY BORING 505 ossu r s a moose s pg5............._..........

Tit E ST E ft t.I N G POW E R PHOJECT w

e Tiat in sacosos g 010 020 030 040 C50 060 070 080 L 20 30 40 i

=== === * -. -* = BOR i tt 14519 T3 &$ FT, w 2150 Fttt fit St[0=0 60 i& i a l - 70 a E ly E e bd 80 1 \\ \\ 90 \\ 10 0 6500 Fttt Pit $ttcN0 % g) 110 fk l A3 i t E20 l'. 1 'I' E 130 e f d! l 14 0 000 2000 3000 4000 S000 6000 7000 8000 1*tas wavt vs.ccirv l 8tti Pit 5tC0hD UPHOLE SHEAR WAVE l VELOCITY SURVEY BORING SOS I D A M ES U MOO SS E

  1. t g?......................,

O, - l vc Tile STEftLING POWER PROJECT

SARGENT a LUNDY e 3-8-78 ENGtNEERS tillCAGO TABLE 2-3 RESULTS OF GEOPliYSICAL TESTS CCMPRESSICNAL EAVE SHEAR WAVE ONEAR MODULUS, SCIL tELCCITY VELOCITY POIOSCN'S Ti?iTIf! CATI!1 trt/sec) rft/ sect FATIS (kir*/ft') 2 Lollan (Cune) Deposit Not Measured Not Measured (fine sand, medius dense to dense) 01aclal Lacustrine Not Measured Not Measured (teacn) Sar.d Leposit (Primarily fine sar,d dense to very dense) Clacial Lacustrine 5,600 900 0.48 3,250 Clay Leposit (Silt and silty clay, very stiff to nard) 4 4 Glacial Lacustrine Not Measuracle Not Measuracle Clay Deposit (Primarily silty clay, stiff to very stiff) 5 Intercedded Glacial 5,800 6.200 1,150 1,400 0.47 0.48 5.330-7,850 Lacustrine Sand / Clay Deposit (A layered deposit consisting primarily of very dense fine sand with layers and lenses cf nard silty clay) 0 6 6 0 01acial Lacustrine 5,800 1,150 0.48 5,600 Clay tepcstt (Lcwer) (Primarily hard silty clays and clayey 311ts with layers and lenses of very dense silt and sand) Clacial Till 6,200 1,600 0.46 10,600 (Clayey stit, hard) Antria Shale Not Measurable Not Measurable Traverse Dolomite. 13,700 6,800 0.33 250,000 to Elevation.385~ at an assumed shear strain of 10~5 reccent. 2 ~~ 'Pased cn Shear Modulus (Mass) x (Shear save VelccityJ Material absent frem study area as a result of excavation. t'Katerial above first recording deptn. Lower velCC1ty "Clind" Zone.

  • t.e Icwer velocities in this rande are censidered to te representative of the clays within this deposit, maile the alsner values are censidered to represent tre sands.

is ccnsidered to te similar in prcierties to tne clay layers within the accve described This deposit In*ertedded Glacial Lacustrine Sand / Clay Ceposit The velocities of the No differentiaticn cf the Antrim Stale frcs the everlytr4 till was ccserved. shale are considered to te FradaLICnal tetheen tr,e till and tre Traverse CC1C31te. '.crttern Indiana futlic Service Ccccany Catum. = / .e St.-3629

w EXHIBIT 2-5 A LA80RATORY TEST DATA E BORING B - 101 SL-3629 h j *p,1, age p

g. h s e.. sr caera sy,r e r et r a re a e s 3-B-78 p

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j a% EXHIBIT 2-5 k $ BORING B - 101 CONT'D SL-3629 g LABORATORY TEST DATA h g A't',',,m + g j. @t 3-8-78 sn A. sen T. I5 W i.ii.i5 aI PAGE 2 OF 3 h ct R' w; r t r g s, srwois erscwrions -2 _yg eo a

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EXHIBIT 2-5 I os Rw BORING B - 101 CONT' D. SL-3629 g LABORATORY TEST DATA g* 99 3-8--78 kQ y% T,',f,y

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0. i roe r w..t

,f -m-- = ..is... wu wu.ic uni. 'g nicpty.t.afeit et.t A.t.150.6 nt T -/75 um s.. -/85 ..s f..e w..... s.u"."'c u"."tir ut u son .s. O CMa hw stLfY CLAW AI 1%.s 0.2 FOOT IR AcTtSt ICat.ips 848.ntI Bauism sitTY sAme M l ""':C 51LLlistes af 187.3 FIti FR Ac f S,t JGat.0 5.s.s.L.if t #0us 188 2 Ff t f )._7 0.2 7007 . FO t -/SO m s =t wrius fgg 0.s ro,12.,4 o %= D,..Id'r".,,it n non. <=o n u,$rus N s_ t ,,.. fu 18080W5) at 19e.; ratt 0.5 f 0Cf.f oisstif tsaus 20mt ""W -/85 ccusic.= srnoons a,5 0. Fit.T s au wri cs "'"-/95 0.2 f oot Aoste Ican 19 tu = 195.0 fitY e I E

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156 100 O: 4.7 F00t acat or 0.04 Foof vugs Liss fetAse to't af M '5 0 M 8 (ife, m.; rett -/90 20c m = -/95 m -295 u m s E.., u...... os,..... u., m .e( T 71 t % ou.5,0 cwst <=on u.sras ut= nos.: nu f i -200 yjg 3DiesG c3p#ttfl0 7 4 Ot Pfle OF 209.s FitF ca ll.0 7 77. l SJiatt c.sesG c5tB fc a et PfM OF 28.0 rtit. l ma c.astas esto to. a u,rfu o.r is.d o..r,t,a r. w. u0 n.1 su E.,,. t l l l l l P'- O 5 l'O OO a O P-O O ( V \\ r

i f' 1 >' A EXHIBIT 2-7 t LABORATORY TEST DATA SL-3529 y iu A E. 3 78 b::r ,attas s,.. svamr k 5 "J:: kh/ E: !;! hC g 4 '4 PAGE 1 OF 3

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s ts 81.1

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. m... h% EXHIBIT 2-7 DQ L. A80R A TORY TEST DATA C w SL-3629 x p g a't'.'f,;p tw 3g 3-8-78 g s e.. sm,cr j @p b+'.-

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s

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LOG OF EORING B-103 D )b r namens a neoosee , -6W ,q

4 EXHIBIT 2-7 OL RW Laeonatoav itst cara BORING B-103 C( SL-3629 N g u-s + 3-8-78 kW r a f " e,n s,.o. ifa m i ,e. y W e Q a. 9

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  • s Me l

l:i g ~ ] 4 r .I e ytO3 e e z r I ,f I M I b uEm,_' r< T fA fI Gg T Q3 ) j G _. E4 Cts. IVo Rt EiSuD O RO T A R E2 i u ca t r0 Ef cGt Cle i0 t 0u o i 4 s ? 8 1 I e h' j M,R; &* > { @ D90 O y ~ QC a.rn ga h NE,o J 3 g i' dmoa gy gg CL'

..,. a AME?iDMEf!T 54 jai!UARY 1981 BORING G-1 @w e f *: sunner nwroes ross ' 1 coonosures. i4.orn = w S w qg h g{ 4.nssa o g a srvnt s erster*rrevs 0 o s, s a m., r., s. o. u.... < s.p.t fiM 13 c:St%t s440. seat f*I. M n /,, r ki., CF C#av sign fitt s140 b0 sc:asICh*% gs. ', tthsts Cr tam an=a e caest Cu.et g( sa me nu re twst utn wa isn re _ 7py 5 ff:

= vetta.s-..m utn cu, vin nac

.,,'/, CCMst sA>0 ans stat Guavtt telpf sf ast) ,'T' CL - 700 se a to l'6}

W CEM utn *tAf dtN 4 naff 8'M C8awst

'f' ' et Octas10*% taat[ CF FthE sa%8 (sflpf) s' - 695 15 Q ,o,,/ 'As, Ib ~ 690 to a oces.e. sitn.in. nact 20 s anc n cwst s 4f: M 14' -665 to a "a i 25 {' h' %4 '{V: M - 660 ,o a 30 UE A E' y'} CL - 675 JS ,o s 2-t 3: ~~ ,l'f b - 670 is a 8's pacts wir= seat saae ao eccasicut 4. 40 3 rias pa.it 0 Q .y &,,k 4 93 s pans win. e:caue.46 me. tem.ane.- 66** ~ az a s 48 ' [e GF Caat sitt ak: CCCAssCut fitt steO as a . f. z.y M - 660 us a 50 Si. 'y 'z a 3,y O' - 655 is a

n. u... s....m s.t n ct,, r

.e., x CL n c:sst w a e ua.iti.<* sue,r: s' 8

  • AP D S

'/ CH - 650 se a 60 = v. c. ut, cu,.,~ .c c ri e..,

ces w * <** '" t w.< t '.t' sm'*

,e a - 645 65 u.,.ois,,.caur = irun s e, s.tn .. a nas.~ pauu s *. is a CL -640 se a y, sa er a - 635 75 m.n. c:,n..o, KEY: LA SALLE COUNTY ST ATION i Q STAND. 0 PENEU AT40*4 TEST FIN AL S AFETy AN ALYSIS REPCRT O FIGURE Q130.23-10 n ~ u~ ^ . '..'.'a"u" - i L 'v'a a v. (SHEET i of 2)

a i ' ' AMEllDMEllT 54 JA!'UARY 1981 0

e e

BORING G-1 (CONT'D) @w E% Eh y> u-se u b3 g; svum s erscurrevs 75 wo 7 f 21 3 .Q .,hj CL ' #30 80

    • 3

/ is a tue ca4, eta.se sitt v.s % esa's rest sae.g. - g25

,;( ut 85 3* a
anuo% nw u.a i..n cm ou sitr. cu...n nut n t r, 26 3

!wil laws ang agg cas.it tytny gripp ra n y; ~ 620 90 21 a d; ,A' )- 42 3 CL 2e 3 ~ 615 u 93 y N y., se a

)l W-G!

k /CO S22

"' ' 8 't " CL8' * 3 ' E S'88 '"* 8 '

d CH 9teaf tt/viv sitt wifle s st f ew "3 (3ASM ', }

  • p,9 (twa un s'it r nu em natt n=t W sea.

att g ent ceavit e =408 gg 3 CL AM4 fi%E 6aa tt ( weg e /gg 53 3 pit - 605 $ ass

  • eat litfT nav wth teact nog 73 s

I/; C:M5t tu3 ame patiL C:staaes=G SS 3 twareas :s e.w r3 cruu.s.ne CL x:au.s= uuts er utn u a a. ~ ",~ us.uu sano a.aas - 500 q, gg 2 Q

.e ceas sign CLas fagt fint sAme t.or sneer CH 3, a sy
.u sitn n t to tesw. sa o ist=sti

- 595 r,, u.a. ru.t. s.t r.. ~ *au. w sa. teact fint tesett aat C:sstil (v149 lit 3 y( 4 04 . < + ~ $90 ppg ssam's a sca.l*4.Cemettft3 at a stPm es 120.5 rYtf cis talag; gg3 70 a ctp** et 4.0 sitf. 4 Iwo 9.9 MC, tut sa a:~,uca risu.tt.

  • ?*f f Mf utt3 T3103.8 Fl

/pg . ewi au : s.,n i. m. u..u.e,.i s.n..c.u.u. e., . y:,, ... n.. n.. LA SALLE COUNTY STATION FIN AL. S A F ETY AN AL.Y SIS R EPORT FIGURE Q130.23-10 LOG OF B0P.I.':G G-1 (SlfEET 2 of 2)

AMEi'DMENT c *" BORING G-2 t 'u JANUARY 1981 o ny suerter t,as.arr,e rso o c ers coc.~ ...e,e n ~ e.eSres t g O sreet s

rsco orreu g

5 - 705 10 - 700 15 - 695 12 - 690 25 -685 30 - 680 LW k 35 - 6 75 ~. Y gg B AA._Ce s, sisa..Ct.a.r we rt..fe art,r g.(_7 m .,,i .3 ...t n O R';,~ 45 cg - 665 A. .'h M /' SC 55, - 660

=. c. vi s.-e.e.s s ein tu, *,* v.at 55 CL "e*.< c r'i.e"ta co"me"c.5'c*at - 655 t

a*^ c

  • s a wt i::;g CH
~ues

. c.., sita eu,.e m v.are e.* .5, f3 C u9t go l'% in,sr.,,s4*.3 G flw M4ett - 650 i ,i E 65 - 645 ,W CL 9 70 _ g4n 75 +- _ gy$ ee.i.: c:.ri s:, LA SALLE COUNTY ST ATION ( FIN AL S AFETY AN ALYSis REPCRT O FIG' RE Q130.23-ll J LO3 OF E0RI::G G-2 (S!!EET 1 of 2) f

~. _... ... c AMEliC:El:T 54 JAfiUARY 1981 0 = BORING G-2 (CONT'D) E tu U trusos s erscwreces 75 ~ 655 m, ~ (A CL y

= cu, cu.c, site m r..ca ein so. _ gyo 80

, p.I one, mio etpl ]lii! 'iU ML B5 iI e : - 625 i c.=is om cc ne.s u sr 'l I j ecc. irs er ein n caua s. FI.( LAA.-(L teacts 73 sc.g metagts GF F'.E Chatt4 90 ~620

m e.n, s.tr. eve reses r,.e.r, e use

.f,g s arucasin cuatt.. : g .xx Ik2 14J & SS g} ~6/5 m n j'ij CL k l00 'f? -6/0 (4 'M a

  • J

>f, 105 k,$ - 605 ist em c.... sitr. et., r..cc,iw s,.. O. tw ssous jin ( _ gon M$ CL 't ,(/ ll5 i'!N - 595 ...T l S M

  • naf s gLf, s..g alig sa.c, stLT h.%uus f ru 7..Cf
me su.a a o text ri.c Gasvtg tvia, St.%t)

Doet% CCmPtift3 87 A REPN Of 120.0 rtti Ca 90 65 40 Cal.l G ust9 79 a etPN er 6.0 ffff. 4.a Cw 0. 0P.VC.#.1 -( t u..'74.L55.s.m.,iu.%. .. a. 1 178 F 9 f(f f g c.wt LA SALLE COUNTY STATION FIN AL S AFETY Af4 ALY SIS R EPCP T O FIGURE Q130.23-11 LCG 0F EORI ;G G-2 (SHEET 2 of 2)

9 ** 6 AMEfiDMErlT 54 BORING G-3 4' JAfiUARY 1931 AN svance rtrarrev re, e 3Q cocnorurcs. so.sss se.a G e,eso so E 0 ~~~ - 705 g - 700 ,n - 695 f3 - 690 gg - 685 g3 - 680 yn AW k,, - ers 4 s I,7

== va,i.,tn..cu. m,n c,a,cw s - gro g 40 g; we.. e g,.it ,t 4 O

  • /

'h ~ 065 45 .? 'c,, s 50 0? - 660 W /s,1 ?,? 5 CL - 655 i 'hb X?: ..?' G. ;, - 650 So ( ,3 $? ~ 6#5 i 6S l kp -640 yn gg,=l' w'r s.tr suur i.e.m. l - 635 75 c.:..% ec,. i., l LA SALLE COU NTY ST ATION FIN AL S AFETY ANatv SIS REPOpr O FIGURE Q130.23-12 LOG OF EORIt:3 G-3 (SHEET 1 of 2) t

~~ ~ H*" AMEf;D!'ErlT 54 JAf;UARY 1981 O BORING G-3 (CONT'D) h'd W W* D 75.,srvon s ecscosortoes ,' 'g h - 6.10 80 gp, Ai' CL 'M - 625 85 17 um.s an e ensee.u u.e </ sAAS I M E.*4 COMLS CJtAvEl K're - 620 90 m 3p; ums n ce k no. un setn eu,.. n. cetwe.< - 615 W 95

g ct n ~c * " n '"* "

./s. Y,; C'H

f..

g

m u,.e,n. sit n eu. wi n. -.c..c,,se..s.

- 6/0 /00 4 c,..n, c.c:ssicas r. fA;, i.e.rn s or s. .a sur 4.on 4:: '.'J CL Q /05 7:;- p,it - 605 y, d O" pf

.. u-sun cu,,srirri

-600 //O 4 w: C.L fis CH >..,,-,.-.s.,m,,,, - 595 111; I

. un ri,n -:r.,sa,s.utr..in

.l%i \\gg cc:asio== ru:ts or ai= pa. L t.en /20 - 590 eo..s ccmr r.c. eren, e, in.e <<. e. n. a. e CAstac v.t319 a pran, er 7,3 erf f 4 es(= t3 sSt e a rt ow' rsa gt s r.* 17 *.s te t t asia Geoutte em tLatt see Cttsw.satik fisfit. LA S ALLE COUNTY ST ATION FIN AL S AFETY AN ALY SIS R EPORT FIGURE Q130.23-12 LOG OF BORIf;G G-3 (SHEET 2 of 2)

.., ? i o LSCS-FSAR AMENDMENT 54 JANUARY 1981 TABLE Q130.23-1 MEASURED SHEAR AND COMPRESSIONAL MAVE VELOCITIES VELOCITY (fos) SHEAR MODULUS I 8f) ELEVATION DEPTH SHEAR COMPRESSIONAL max (ft) (fr) (S) WAVE (P) WAVE f 670 -40 1040 5900 4500 665 45 1020 5800 4330 660 50 915 5600 3480 655 55 980 5600 4000 i 650 60 1070 5700 4760 645 65 1060 5800 4680 640 70 1155 5900 5550 i 0 .635 75 1170 5700 5700 l 630 80 1225 5900-6240 625 85 1250 5900 6500 620 90 1280 6000 6820- ~ 615 95 1270 5900 6710 610 100 1250 5900 6500 605 105 1525 6500 9680 600 110 1300 5600 .7030 595 115 1300 5800 7030 l i i O - ~ -. ,nc

i c......m... 'A!;UARY 1931 z.* .r 9G8 y ega UNIT GR APHIC UNIT $,R o9 4aM WEIGHT COLUMN DESCRIPTION gy[ $Q $$? (pcf) L Aw Sc w 2> 1' 8$ g DRY WET LOESS, weatheree; 7 overloin by organic topsail 2000 0.37 900 11 0 13 0 ,,. uf. ". i wlSCONSINAN

  • 'd GLACIAL TILL, 9

weathered to brown, ,s .~ :.V mosst l I .::. 'i. Q- '].{-.[- %.[ WISCONSIN AN li'!i l gg GL ACI AL TILL, unw o o t he red . p: i . [.., 5700 0.48 1100 115 135 ' p* IlI f!(( INTERGL ACI AL l l l Z ZONE; local 12 ALLUVI AL DEPOSITS 0% ~s f$3f.Olc 2U O CC .wO >o ILLINOIAN 3,.. o.; ; g mg n GLACI AL TILL; yo gs e 'oco' z 113 i'C.hjh, o ec OUTWASH AND o *- M* L ACUSTRINE Iof # o$.'d.g Ep. $*.ho 60.o DEPOSITS F@ @0.%q/.4.' r fbd I i L Acu S T R IN E. 7500 0.46 2]OO 135 147 { j 10 [ c DEPOSIT I _j ( Yc t rr.0 u t h io n) L iE. 'Uxi ^. N[FD* D-PRE-lLLINOI AN l ff.7.. I.:b):.', GLAClAL TILL shT.s. '..a locatif underlain by PRE-ILL ? NOl AN 65 ,i ' l L ACUSTRINE . j ..'j. DEPOSIT _l 5 LIMESTONE 1.

1. D z

=55=. u = _ - = r -- i O SHALE 15 =2- {Q$ $ 10,500 0.29 5700 155 I60

_.. -:: 1.
r. _ "- -.~_;

SILT STON E CLINTON POWER STATION FIN AL S AFETY AN ALYSIS REPORT FIGURE 2.5-369 l ',3i,,t...,,~.,.e.nm..,w.r. TYPICAL GE0 LOGIC PROFILE S F.lI?Pi -c g c c. .o.-.. g . -. ~. - - - - - - - - - -. ~. n

, :J.;:'::. i ' i e j[O h IJANUARY 1931 U e8o UNIT GR APHIC UNIT h30 0 4J$ WEIGHT COLUMN DESCRIPTION gy[ $$? (pef)' a w o c k w 2> a 8y y ORY WET 10 SALT CREEK [' A L LUVlu M '- 2000 0.37 900 iOO 122 cverlain by organic topsoil 5 f .5 o3 00 oo. '0;O.e O c~0.D to. e.: ?dW.' 5 O 7.C. "gO,c h ogo ILLINOf AN l, GLACI AL TILL; ),o,0 o e. O ch,,: locas 132 CUTWASH AND OP o O o g, L ACUSTRIN E - = )O DEPOSITS o ogog z , o t Dol* o.c,t o w p o oo ot. o e w U 0$n c '& S O 'oOe3 *Ci c: zo O w OODe-_c -w E u> [12 N PRE-ILLINOI AN 7300 0.46 2000 is5 i45

4. TMI',W[f'

, '.. -(c;;:. B L ACUST RINE wo "2b ~ AND GLACI AL TILL L f.} N 20 Q /%C j/*.{#. ' DEPOSITS present ' '}?.%.l'.M:, '"""Y Z y a p. .w. 4 BECROCK VALLEY OUTWASH DEPOSIT 14 0. * *. .i (Pre-Illincien 5800 0.45 1750 109 127 l* Deposit) Monomet volley ' *:(.' ' *.:, 5 LIMESTONE '_T_^.---. t 10 - -W5D SHALE o NW-S~@ j i0,500 0.29 5700 155-t60 u m i-~ ~~~ F j SILT STO N E u . ~:- CLINTON POWER STATION FIN AL S AFETY AN ALYSIS REPORT 7 FIGURE 2.5-370 ~ TYPICAL GEOLCGIC PROFILE D G'.*G . watygg set (gfindige GEOPHYSICAL PROPERTIES - DA*4 SITE ...,.-...~,_i,.,,u,,,,.m.,u.:,, 6 4 - e.eseenemen em*** s enh. edundum N N-8.dba -- em e ,,-.-..,y.

~ ..*1 'ANUARY 1.

[ s>.

t ~.' z 'O G 0 0 ~~. 0 Ung f GRAPHIC UNIT h3R 83 EOM WElGHT -00LUMN DESCRIPTIGN gy[ $Q $sp (pef) 5% "w k a 2 >w 1 ]$ g DRY WET ~ V~> SALT CREEK ' ALLUVIUH; ... *.., ~.., ' overlain ty organic 2000 0.37 900 105 125

l... : *.., : *..

te;noil 7 1 o e D50 o'i.: %@d, eao*c o

  • 7 e

'oo 81 CN]h ILLINOIAN

00 ow <

GLACI AL TILL d.' gog local CUTWASH AND 2* g o,Q g. LACUSTRINE r 3.00 o00' DEPOSITS pc k .cs s (' ac gg rp% e 3 G(Oo*O*A!g J O w ? *Of e< @ ( deh_.%... <.> *. I. <' S

  • Wa

~ $6 i '5 LACUOTRINE wm 10 [ (CEPOSIT h_., S Y:rmeuthion) 7500 0.46 J100 13 2 145 s.,_. zg ~ "2 c3;, M. PRE-lLLlHOl AN d

65. as.df GL ACI AL TILL; Q ltyS, -Q...

4 local CUTWASH CEPOSITS q.r U

.l ~

) ' i *If1 :UID IPRE-ILLINOI AN i 251 OUTWASH A!!D ) h!.' ALLUVIAL DEPOSIT .m.-* ' .m :.. 3EDRCCK VALLEY CUTWASH CEPOSIT 11C '.;., f:.,.,'.:*,*. :.. (pre.IIIinoion 6000' O.45 1800 IOS 12 4

~.
Aa. cmet Voltey
lll* * '....:.

C epcsIt )

      • ..4+g.

- ~. ..'~; 20 2_7 SiLTSTC NE x ~2{-- ~~d 8 0.28. 5300 T :_. :_.. _ P_ 8 10,000 TO TO 15 5 lGo M Ci=~pi~.5. 0.30 5500 SHALE 'E5'E5 h T_ '2 -::=: -r= - w ,o [ ] ' coat CLINTON POWER STATION j l FIN AL S AFETY AN ALYSIS REPORT FIGURE 2.5-371 i ( -v n. g TYPICAL GEGLOG!C PP.0 FILE SHC..I.';3 l

  • ;'{< 5 8" < " '*"*

GE0 PHYS IC AL DWET !ES <~"~": Er* 4 ._.}}

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