ML20040D916
| ML20040D916 | |
| Person / Time | |
|---|---|
| Site: | Clinton  |
| 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) | |
Text
{{#Wiki_filter:, U-0409
/LLINDIS POWER COMPANY y -82(01-27)-6
' 500 SOUTH 27TH STREET, DECATUR, ILLINOIS 62525 January 27, 1982 e
4 Mr. James R. Miller, Chief @ E OpfN Standardization & Special Projects Branch -
# 2 6O q Division of Licensing L7 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 A ADOCK 05000461 G. E. Wuller 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) l I
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FIGilRE C-23.1 LOG OF BORING succt 1 or 4
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LEGEND: BORING A TO B
----- BOR I NG D TO C ENRICO FERMI ATCMIC POWER PLANT ,
UNIT 3 4 ( PRELIMINARY SAFETY ANALSIS REPORT l FIGURE 2.5- 53 a CROSSHOLE COMPRESSIONAL AND SHEAR WAVE VELOCITIES BORINGS A TO B, AND D TO C
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ENGtNEERS 3- 8-78 tillCAGO TABLE 2-3 RESULTS OF GEOPliYSICAL TESTS CCMPRESSICNAL EAVE SHEAR WAVE ONEAR MODULUS, tELCCITY VELOCITY POIOSCN'S SCIL FATIS (kir*/ft') rft/ sect Ti?iTIf! CATI!1 trt/sec) 2 Not Measured . . Lollan (Cune) Deposit 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) 0.48 3,250 Clacial Lacustrine 5,600 900 Clay Leposit (Silt and silty clay, very stiff to nard) 4 4 . Not Measuracle Not Measuracle . Glacial Lacustrine Clay Deposit (Primarily silty clay, stiff to very stiff) 0.47 0.48 5 5.330-7,850 $ Intercedded Glacial 5,800 6.200 1,150 1,400 Lacustrine Sand / Clay Deposit (A layered deposit consisting primarily of very dense fine sand with layers and lenses cf nard silty clay) 0 1,150 6 0.48 6 5,600 0 01acial Lacustrine 5,800 Clay tepcstt (Lcwer) (Primarily hard silty clays and clayey 311ts with layers and lenses of very dense silt and sand) 1,600 0.46 10,600 Clacial Till 6,200 (Clayey stit, hard) Not Measurable Not Measurable . Antria Shale 6,800 0.33 250,000 13,700
.. Traverse Dolomite.
to Elevation .385~ 2 (Mass) x (Shear save VelccityJ at an assumed shear strain of 10~5 reccent.
~~
'Pased cn Shear Modulus Material absent frem study area as a result of excavation.
'Katerial t
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.
This deposit is ccnsidered to te similar in prcierties to tne clay layers within the accve described In*ertedded Glacial Lacustrine Sand / Clay Ceposit No differentiaticn cf the Antrim Stale frcs the everlytr4 till was ccserved. The velocities of the shale are considered to te FradaLICnal tetheen tr,e till and tre Traverse CC1C31te.
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4 OL EXHIBIT 2-7 RW Laeonatoav itst cara BORING B-103 C( SL-3629 N W r a f " e,n e ,e. y u- s s,.o . ifa m i . + 3-8-78 kW g Q
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"d PAGE 3 OF 3 W
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Il l .? DN zm 4i i r
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. ., . a AME?iDMEf!T 54
- jai!UARY 1981 e BORING G-1 @w sunner nwroes ross ' 1 S f *:
w coonosures. i4.orn = w h g{ 4.nssa o qg g a srvnt s erster*rrevs 0 ,
/,r ,
o s, s a m., r ., s . o . u .. .. < fiM 13 c:St%t s440. seat f*I. Ms.p.t n CF C#av sign fitt s140 b0 sc:asICh*% ki.,, sa gs.g(', ;; tthsts Cr tam an=a e caest Cu.et me nu re twst utn wa isn re _ 7py 5 ff:
, := vetta.s-..m utn cu, vin nac
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CCMst sA>0 ans stat Guavtt telpf sf ast) se a 'T' CL - 700 to l'6}
- W CEM utn *tAf dtN 4 naff 8'M C8awst et Octas10*% taat[ CF FthE sa%8 (sflpf)
'f' '
,, s' - 695 15 Q
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~ 690 20 to a Ib s
oces .e. anc n cwst s sitn .in. nact 4f: M to a 14' "a -
-665 i
25 ' h' {
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,o a M - 660 30 UE A E'
& ,, y'}
CL - 675 JS ,o2-s t
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b is a l'f 8's pacts wir= seat saae ao eccasicut - 670 rias pa.it
- 4. 40 3
0 Q 4 93
.y
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s pans win. e:caue.46 me. tem.ane.- az a - s 66** 48 ' ,[e GF Caat sitt ak: CCCAssCut fitt steO as a . f. z.y us a M - 660 50 Si.
'y
'z a 3,y is a O' - 655
',,' 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 se a CH - 650 60
= v. c. ut, cu, .,~ .c c ri e..,sm'*
;ces w * <** '" t w.< t ' .t'
,e a -
.. a
- 645 65 u.,.ois nas .~ ,,.caur pauu s=*. irun s e, s.tn is a
, CL se a . -640 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 L 'v'a a ~ u~v.^ . '. .'.'a"u" - i n (SHEET i of 2)
. a .
i ' ' AMEllDMEllT 54 JA!'UARY 1981 0
- e e BORING G-1 (CONT'D) @w E%
u- Eh y> se b3 u g; svum s erscurrevs 75 wo 7 f 21 3 .Q 80 ** 3 .,hj CL ' #30
/
is a <- 3* a ;,;( ut tue :anuo% ca4, eta.senw sitt v.s i..n u .a % esa's rest sae.g. - g25 85 cm ou sitr. cu. ..n nut n t r, 26 3 '
!wil laws ang agg cas.it tytny gripp ra n 90 21 a y; ~ 620 d;
42 3
,A',,,
)- CL u
N 93 2e 3 y y.,
~ 615
& se a ;)l W-G!
k /CO S22 d CH ;"' ' 8 't " CL8' * 3 ' E S'88 '"* 8 ' 9teaf tt/viv sitt wifle s st f ew "3 (3ASM gg 3 ', }
- CL p,9 ( sea. att g ent ceavit e =408 twa un s'it r nu em natt n=t W AM4 fi%E 6aae tt ( weg
/gg 53 3 ,
pit - 605 s $ ass
- eat litfT nav wth teact nog 73 I/; C:M5t tu3 ame patiL C:staaes=G SS 3
~
CL twareas uuts x:au.s= :s e.werr3utn cruu.s.ne u a a. q, ",~ us.uu sano a.aas - 500 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 ppg ssam's
.<+
a ~ $90 sca.l*4.Cemettft3
... at a stPm es 120.5 rYtf cis talag; gg3 70 a ctp** et 4.0 sitf.
MC,*?*f tutf Mf sautt3 T3103.8 Fl 4 Iwo 9.9
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- m. u..u.e,.i
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. . n .. . e., n. .
LA SALLE COUNTY STATION FIN AL. S A F ETY AN AL.Y SIS R EPORT FIGURE Q130.23-10 LOG OF B0P.I.':G G-1 (SlfEET 2 of 2)
- AMEi'DMENT c *"
BORING G-2 o
- t 'u JANUARY 1981 coc.~
ers suerter t,as.arr,e ...e ,e rson o
~
ny cg e.eSres t O g sreet s :rsco orreu _ 5 - 705 10 - 700 15 - 695 12 - 690 25 -685 30 - 680 L W k 35
, - 6 75
~.
gg Y B AA._Ce .3 s, sisa..Ct.a.r
. ...t we....rt. .fe art,r g.(_7 m . ,,i n ,
O 45 R';,~ cg - 665 A.
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SC 55, - 660
- =. c. vi s.-e.e.s s ein tu, *,* v.at 55 CL t a*^ : * - 655
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. c.., sita eu, .e m v.are e.*
.5, f3 C u9t go l'% in ,sr.,,s4*.3 i G flw M4ett
- 650
,i E
65 , - 645 W CL 9 70 _ g4n 75 +- _ gy$ ee .i.: c:.ri s:, LA SALLE COUNTY ST ATION ( FIN AL S AFETY AN ALYSis REPCRT O FIG'J RE Q130.23-ll 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 m,~
~ 655 CL (A
80 y := cu, cu.c, site m r..ca ein so. _ gyo one, mio
, p.I etpl
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'iU ML B5 iI 'e : c.=is om cc ne.s u sr - 625 i j ecc. irs er ein n caua s .
'l I FI.( LAA.-(L teacts 73 sc.g metagts GF F'.E Chatt4 90 ~620
.f,g :m e.n , s.tr. eve cuatt..
s arucasin reses r,.e.r,
- e use g .xx 14J Ik2
& SS g} ~6/5 m
nj'ij CL k l00 'f? -6/0 a (4
*J
'M
>f, 105 k,$ - 605 ist
, em c.... sitr. et., r..cc ,iw s,..
jin ( tw ssous _ gon O. M$
't CL
,(/
ll5 i'!N - 595
*. f ru 7..Cf
...T lSM *naf::me s gLf,su.as..g aalig o sa.c, text stLT ri.c h.%uus
,, 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 6.0F1ffff. g , 178 9 f(f f 4 .ac.wt Cw 0. P.VC.#.1
- 0. t u ..'74.L55.s.m
-( a .
.. .,iu.%.
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' AN JAfiUARY 1931 svance rtrarrev re, e cocnorurcs. so.sss se .a 3Q G
e,eso so E 0 , - ~~~ g - 705
,n
- 700
- 695 f3 gg - 690 g3 - 685 yn - 680 A
W k ,, - ers 4 s I,7 ---
== we.
va,i.,tn..cu
- gro g 40 g; . e g,.it. m,n c,a,cw
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O 45 'h ~ 065
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s
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50 0? - 660 W
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i $$ 5 CL - 655
'hb X?:
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So G.;;, - 650 ( . . . ,
,3 i 6S $? ~ 6#5 l kp yn -640 gg,=l' w'r s.tr suur i.e.m.
75 - l - 635 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
,'h'g
% - 6.10 80 g p,
Ai' CL
'M - 625 85 %._
17 um.s
</ sAAS I Man E.*4 e ensee.u COMLS CJtAvEl u .e 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,;
- f. . C'H g
- 6/0
/00 . . .-
fA;, :mor4 u,.e,n. c, ..n, sit n eu. wi n. i.e -.c..c
.rn s ,,se. .s.
s .c.c:ssicas r.
.a sur 4.on 4::
CL Q '.'J y, p,it - 605
/05 7:;-
dpf O" :.. u- sun cu, ,srirri -600
//O 4 w: C.L CH fis
,,, >..,,-,.-.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
\ - 590
/20 eo. .s ccmr r .c . eren, e, in.e << . e.
- n. ae .
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 max I 8f) ELEVATION DEPTH SHEAR COMPRESSIONAL , (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 4760 650 60 1070 5700 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) Aw 2> Sc w L - 1' 8$ g DRY WET LOESS, weatheree; 7 overloin by organic topsail wlSCONSINAN 2000 0.37 900 11 0 13 0 i
,, . uf *'d . ". GLACIAL TILL, 9 , ,
weathered to brown,
. ,s
.~ :.V mosst l
I .::. 'i. Q-
'].{-.[- %.[
WISCONSIN AN l gg li'!i *
.. GL ACI AL TILL,
, unw o o t he red i
.:.p:
, . . [. . , 5700 0.48 1100 115 135
' p*
12 IlIl f!(( l l Z INTERGL ACI AL ZONE; local ALLUVI AL DEPOSITS 0% 2U O f$3f.Olc CC
~s '
.wO >
ILLINOIAN mg 3, e. . no .; ; g o GLACI yo gs AL TILL;
'oco' zo o *-
113 i'C.hjh, ec OUTWASH AND Ep. M* L ACUSTRINE F@ Iof
$*.ho#60.o o$.'d.g DEPOSITS r :
I
@0.%q/.4.'
fbd 147 { 10 [ i j c L Acu S T R IN E. DEPOSIT 7500 0.46 2]OO 135 I _j ( Yc t rr.0 u t h io n) L iE. 'Uxi ^. .. l N[FD* D- PRE-lLLINOI AN ff.7.. I.:b):.' , GLAClAL TILL shT.s . '..a locatif underlain by 65 . ".' PRE-ILL ? NOl AN
,i '
. L ACUSTRINE
.j l
..'j. .
DEPOSIT ___. _l 5 , LIMESTONE 1 . 1. D z
= =55= . u 15 SHALE 0.29 5700 I60
=2- _ - ={Q$
r -- i O $ 10,500 155
- _.. -:: 1. *
- r. _ "- -.~_; .
SILT STON E CLINTON POWER STATION FIN AL S AFETY AN ALYSIS REPORT FIGURE 2.5-369
',3i,,t...,,~.,.e.nm..,w.r.
l TYPICAL GE0 LOGIC PROFILE S F.lI?Pi ..... g g c-cc.. . . . . .
.o.-..
. - . ~ . - -
. , :J.;:'::. i ' i e
- h IJANUARY 1931 j[O U $ e8o UNIT GR APHIC UNIT h30 0 - 4J$ WEIGHT COLUMN DESCRIPTION gy[ $$ $$?
(pef)' aw o a c w k 2> > 8y y ORY WET 10 - SALT CREEK [' A L LUVlu M '- cverlain by organic 2000 0.37 900 iOO 122
,. -; '.* *. ; *.*.*_; *. ' topsoil 5 **. .* ; **. .* ; **. .* :
*'";*..*** f o .5 oo.
3 .-00
'0;O.e to.O e.: c~0.D ,
?dW .' 5 O 7.C. ILLINOf AN "gO,c h ogo
- GLACI AL TILL; l,
locas 132 ),o ,0 o e. O CUTWASH ch,,: AND
= OP o O o g, L ACUSTRIN E -
)O o ogog o w z DEPOSITS p
w ,oo o tot.Dol*o o.c,t o e U 0$n O c '& S c: zo-w 'oOe3 OODe-_c O *Ci w E u> [12 N wo PRE-ILLINOI AN 7300 0.46 2000 is5 i45
- 4. TMI',W[f'LAND
, '.. -(c;;:. B ~ ACUST RINE "2b 20 L f.} N GLACI AL TILL Q Z /%C j/* .{#. '
DEPOSITS present
'"""Y -
y ' '}?.%.l'.M:,
.w. ..
a p. 4 .
- . ..:- BECROCK VALLEY
. OUTWASH DEPOSIT 14 0
.i (Pre-Illincien 5800 0.45 1750 109 127 l* Monomet volley
*.* Deposit)
' *:(.' ' * .: ,
5 - LIMESTONE -
'_T_^.---.
t 10 - -W5D o SHALE 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
...,.-...~,_i,.,,u,,,,.m.,u.:,, GEOPHYSICAL PROPERTIES - DA*4 SITE 6 4 s enh.
edundum N N- 8.dba -- em e - e.eseenemen em*** * - * * * * * .
. , - - . - - . . _ _ _ . - _ , ,,-.-..,y. ,,-, , . , . , - - , - -_
~ - -
. _ . '-..*1 ,
;;[ s> . 'ANUARY 1.
~.' .
, , ,. z * '
t
~~. 'O G 0 0 0 Ung f GRAPHIC UNIT h3R 83 EOM WElGHT
-00LUMN DESCRIPTIGN gy[ $Q $sp (pef) a 2 >w 5%
1 * "w> k
]$ g DRY WET V~>
~
SALT CREEK
' ALLUVIUH;
. . . * . . ,*~ . . , ' overlain ty organic 2000 0.37 900 105 125 *
** te;noil
, 7 l. . . .. : *...., : *. .
1 o e o D50 o'i.:
%@d, eao*c 7
'oo e ILLINOIAN 81
;00 ow CN]h < GLACI AL TILL d.' gog local CUTWASH AND 2* g o ,Q g . r LACUSTRINE o00' DEPOSITS 3.00 .
pc
- k ac .cs s (' ' ' '. ' gg rp% e .
w J O ( 3? G(Oo*O*A!g
*Of e< @ ,
*W S *. I. <'
a deh_.%...
~ . <.>
$6 i '5 LACUOTRINE wm 10 [ > (CEPOSITY:rmeuthion) h_., S ,
, s.,_. -
7500 0.46 J100 13 2 145 zg '- ,
"2 c3; , M . PRE-lLLlHOl AN
~
d 65. as.df GL ACI AL TILL; 4 local CUTWASH Qq.rltyS * " ,
- $ . , . .-Q... CEPOSITS U
- .l &,. ~ . ..
i PRE- ILLINOI AN 251 ) ' i *If1 :UID OUTWASH I A!!D
) h!.' ALLUVIAL DEPOSIT
.m :.. ' .m.-*
3EDRCCK VALLEY 11C
- CUTWASH CEPOSIT (pre.IIIinoion
'.;:: ~.
., f:.,.,'.:*,* . : . . :Aa. cmet Voltey 6000' O.45 1800 IOS 12 4 C epcsIt )
- lll*
***..4+g.
- ~ .
-- . .'~;
20 2_7 SiLTSTC NE x
~2{-- ~~d 8 M
0.28 . 5300
. 10,000 TO TO 15 5 lGo TCi=~pi~.5.
- _ . :_. . _ P_ 8 0.30 5500
,o 'E5'E5 h T_ w SHALE
'2 -::=: -r= -
[ ] ' coat ! CLINTON POWER STATION j l FIN AL S AFETY AN ALYSIS REPORT i FIGURE 2.5-371 (
-v n. g TYPICAL GEGLOG!C PP.0 FILE SHC..I.';3
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4 _ , _ . . . . _ . ._. _ __}}