ML20041A226
| ML20041A226 | |
| Person / Time | |
|---|---|
| Site: | Clinton  |
| Issue date: | 02/17/1982 |
| From: | Wuller G ILLINOIS POWER CO. |
| To: | John Miller Office of Nuclear Reactor Regulation |
| References | |
| U-0417, U-417, NUDOCS 8202190294 | |
| Download: ML20041A226 (42) | |
Text
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*' e U-0417 L30-82(02-17)-6 SO4-82(02-17)~6 ILLINDIS POWER 00MPANY
#P 500 south 27TH STREET, DECATUR ILLINolS 62525 February 17, 1982 Mr. James R. Miller, Chief e, \ ci Standardization & Special Projects Branch g, s Division of Licensing Office of Nuclear Reactor Regulation k RUCbMED U.S. Nucleat' Regulatory Commission :: FFa d3 Washington, D.C. 20555 6- ang,y 31982am --
=
Dear Mr. Miller:
g rec Clinton Power Station Unit 1 s, #- Docket No. 50-461 In response to the verbal request by Mr. B. Jagganath, HGEB, on February 3, 1982, this letter transmits additional information on the basis for shear wave velocity revisions. For completeness, the material submitted to the NRC with our letter number U-0409, dated January 27, 1982, is included with the following additional information:
- 1. A Plot Plan for Enrico Fermi III showing boring locations of SDIL test holes and some additional boring logs in the same vicinity.
- 2. Complete boring logs for borings 204 and 505 for Sterling.
- 3. A boring location plan for Bailly showing the location of SDIL test holes.
Additional information on structural fill parameters and the appropriate FSAR revisions requested by Mr. Jagganath will be forwarded to the NRC in approximately two weeks to complete our response to his request. Sincerely, s#'/ G. .b'ller E. Wu Supervisor-Licensing Nuclear Station Engineering HBP:dl attach, cc: J. H. Williams, NRC Clinton Project Manager (w/o att.) H. H. Livermore, URC Resident Inspector (w/o att.) B. Jagganath, HGEB (w/att.) ges.re l g 8202190294 820217 PDR ADOCK 05000461 A PDR
5666-017 .- CLINTON TABLE 1 EVAFEATION OF CE0 PHYSICAL DATA COMPRESSIONA1. WAVE SHEAR WAVE BLOW DEPTH VEIDCITY RANCE VEIDCITY RANCE POISSONS RATIO.u SITE SOIL CONDITIONS C01'NT RANCE (PT) (fps) (fps) RANCE AVERACE . Fermi III (SDIL) Till 30 - 80 0 - 30 5500 - 6900 900 - 1800 0.485 - 0.463 0.47 . Sterling (UPHOLE) Till 100/6"-refusal 0 - 80 7400 - 7900 2150 - 2700 0.434 - 0.454 0.44 , e Attica (SDIL) Clay 4-8 10 - 40 5200 --6400 800 - 900 .488 - 0.490 0.49 Till (ML) 50 - 100 40 - 50 6600 1100 0.485 0.48 Sands (SP - CM) - 20 50 - 65 7200 2100 0.454 0.45 Till (ML-SM) 50 - 150 , 55 - 90 8000 1300 0.486 0.49 Bailly (SDIL) C1 Lac Clay 5 - 30 20 - 100 5600 900 0.48 0.48 C1 Lac Clay 30 - 200 20 - 120 5800 - 6200 1150 - 1400 0.47 - 0.48 0.48 C1 Lac Clay 50 - 200 120 - 140 5800 1150 0.48 0.48 Clacial Till 50 - 150 120 - 160 6200 1600 0.46 0.46 LaSalle Glacial Till (SDIL) (Wisconsinan) 10 - 100 40 - 115 5500 - 6400 950 - 1450 0.45 - 0.485 0.475 Clinton Glacial Till (1111notan) 12-200/6" 50-170 7500 2000 - 21001 0.46
- 1) Calculated
- 2) Estimated
~ :
O 8 g 0 e 9 4 FERMI III
i la i i h
! ! it s' W I
@ - I i8!
!! ij 8 5a a f E e si
\ i!.! il
- % 't, 2l
==
J; ij o
.- g i tr ,i ' -4 t'mb gp tw' I"r
. . .: !: 8
_g S 3 3 b J je+ B b
- . %u 5g
. =.
N, t 8
=. i, I'
! s! I i Y 5 -
y s ,= wa f gm - s
,e }....__............
i . j , g
;.9 - g ,, , ._
,/,_ .
p...... ._ . . . - __ I,G.. I\ ' y................... f l -l .sq l l i i i .
]3.. ',-
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l e ir w -
- I
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/ v
.' V .
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; s. I
/
,-*,- II .:
g. u.:. - sl i / , .
- i. z l
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.. 3 _._ p ; .
6 .'.,% %.. m p 4[ l
- r. " 1 f f.
gl - 'A o s.3f p?. N t 's b
% s
, ', g i,
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.F j\s{ \- \ ;. @ % '4- : _ _n !' $ .
L. ._J. g. e , s
/ . - , ..m Em pp V \ k:' !! ,'l, i kf ll Wl k ,- ,I I .. ;/
$ \ N i ', h d a=
f 0 JL [hi If i N g&:(L > Ns ; 'c -
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- - _I.
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sv
- tv r e 4 .s y: '2 s
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, 3 -
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. . . . . .p - !
i h 7 )( ; 3 {kffhd : -- __ ,______ _-_ 4lI. r--- 3.: . 4 h i f.
- !gy g J ',+j ;g-p,;--q v, ..d' , :_a.r. U.- .3 i
, 4 . ,'2. f ~ v" .-
, j jl .g._3j ~~n j j j'""}~}'l]d3 f, 6 {*
ar : r!
. ;i V I i rif '.: M:.
d'.-: t6 i; i Di ~ L 31 l
,. ,E g ,.. .
. . -s.
\'
x 3r - - , /e!
, Nl- a < --'_
. ( ,J,+ 4 -- j.-
- i. .;r 2
+t 1:
., o a v -4 &.
p, %; /- ,r.) . ;; , _j,r.., 4 't i !.
. , o 't :-b,,m_)I i
.= 4 e p.,24 e g)
,'a'-
"t e d '. _ _ _ Je.' 'L. -- _lN i* l *II ** ' !
T ' a l l' -' .!* g,'jj , a ' J l . t__ h
,3 s v m
> < > l 3(,l 4, )
.., 1, -
1 : i . .. J l I i _.__-4 j
%n_u fr--y q i i ,,,
I \i i /
,/
// I , $!
/j e 1
s. I i !
/' // I c.s !'::ir l
,k ) i / /// / (j - E !IS 1
l l
9 VELOCITY IN FEET PER SECOND x 103 0 2 4 6 8 12 Vs Vp 16 - I i
'.* i I
O .\ \ m 20 - k, !l,
- u. .
) i z '
- ~
!* i z
s r s , ' 24 '
'y
} i.
i,\
\,
j i 28- . i i
,,' N,'
l 0 - 32 - 1 LEGEND: BOR I NG A TO B
----- BOR I NG D TO C ENRICO FERt.11 ATOMIC POWER PL ANT ,
UNIT 3 < ( PRE L!.'.11 N A R Y SAFETY ANALSIS REPORT ! FIGURE 2.5- 53 c l CROSSHOLE COMPRESSIONAL AND SHEAR WAVE VELOCITIES BORINGS A TO 8, AND D TO C
** FIGURE C-11.1
. LOG OF BORING swer, 1 or 4 A s mace, E!.'RICO FERMI III 581.66 s. so n.,,o so, 311 (V) st ev.r o= c.i. o
,, n g, Hole Caved on Removal of PVC o.vesr. r 1/10/74 o.Ecow,ters 1/11/74 E S C "" "
wwwz da
,, i , lll zu sz w .cc
=1=c w, w. . . . .. : <= ,
l -l
=" ;;35 - g; o e o ;: .....e g5 ce.,
O O[go 2$ cj h $@:8$ j:a; " o C L. ssi rac . vrom Ey "ECOVE"Y m3 1" I a * *#
$ g ,, .
A B C D E F G l H I f J K 2' , 4) , *o , so i p7 rmplacea rock 1111 g i l i41.V' Soils 19.1 W.TW15b
~
22.5 12 SS1 14,, iloist Br. coarse,very to finestiff clay with sor e
<: ravel l l 3CW/ ~
SS2l 15,,l N ' Cr. ' Moist,verv I silt and trace stif f cl of t$ynew.th a$r e 27.5 2 l grave l l \ I l I o n
- k. I i i
\ l l kopofrock30.1 33.2 !
4i ' l l i
! Casing seated at 30.2
\/ l b i M'll Lt. fur.; Thin bcdded , pitted, f ractured , dr. IN -f[7.*!*: .
,.m \ E l l l colitic dolomite. Fractured f.', - l {l. ',*.. . . ,
t J.JI () 0 .7 i E 33.5 l c-
. ,/ v
' horizontal and vertical (60 )
f ,- p r [j{., ' : *-l
. c. . .,
C= A . A :Vucs 10% t p , p. _
;;3 i l @ ned l uln 'I.t .(r .}a e n s e t o u ens e . v e r vhintoneciumoedded,ineguml p....
6 s o .B.el . z!. ...I.;....
..:.. -l Ju.s .
*" 3 1.[ l 84138 E=! I t'o i ed s"tures mosttvicr crVS*
n 3111"o*ri"zontal'alo"ng" to V'\ "":: ' gg l gt. geddineglanessonovertgego I N / g W racture in places at o- Br. y. W l a fm r s.Oi - l Anhydrite. calcite and occasional k. ~ \[e: - V *.O E l l gypsum crystals may be found fn l f:l.17ht.: l E l l I lsome fractures and vugs nostlf l l;:'~'~6. d:? 7/:.E 5, 40.0 _ . lll E l l loccurins; in vertical fracturek. f k:.;j::{ 41.S 3 d l 68.50 E I l lVur,s 4 Y" .c':
. .. - E l::.'.
%'/.I.i -
==
t l l i v1.oss of drill water at 41.0 '
.c, ;;.. ?>l.
E N,,"
~
8 l l lWeatheredzone 42.0-53.5 -f:(: i I e i 1 , I .. . .- g: w.
)'.9 l ;
.t =="*: I I l l ~ti n
. f.
4 f..- _"*4 (,)1001945 ! l
! l [ -[
= .
l t=: I I l l S ' '. - j, :'l
- d. !5 ~
l I i l l: ' . dij:3 30.n nc . .s
! I E Ili,' ? !- . fi]
.. , _ _ _ _ ... fle 84 t N G r.O. !
, _ . _ _ _ _ ~- ,
FIGURE C-17.1 LOG OF BORING SHIET 1 6 7 _*,*_ N proacer ENRICO FERMI III
.oniua uo, 319 etsvnfio 582.0 c.c o was.
was.18.1 on 2/22/74 cave staar 1/25/74 o.Ecow,teve 1/29/74 DEsc RI> floN g, s f, , W RQO Z
# EE p 8
- a* "s t s& 8: 2.:. 5 .
0 wa TEne ak oW coat " y'W s*uw g go g g r c '* a'"c a na~ 55 a S.i ry ; j!.*$ u!, ! $
. g $..!! . g ,,,.
E I sc , a s , 4,3 , sa , so A B C D E F G i H f J. SS1 l hr.Cr.IVhN stkiE bNN and gray silh y
\ hisywithsomecoarsetofine kravel.
x i NN lh SS2 l Cr.liardgraysiltyclayuithsocd [
'bandandfinetocoarsegraved.
i i i
%g i i gii N i i i N
N i p \
\
I I i Top of rock 30.0 l l basingseatedat30.5 30.y i i j 4 IM i i i i g;
\f M 4 . n t-
, - g h ',Et.Gr.khinly bcdded, dense nicro- V.B. hjf 2.4/ 80 0 E EO s $ ito I to I crystalline dolomite. Fractures (I!: A) (/ s 0.' ri\
.x A E 'M Gr. [ horizontal along bedding plands, fj!-
u 1/ !
.> . o l 2.7 0 ;C::E l ll lSome vertical fractures 45- l Br. b}:-
l E l l i60 Vugs 10-20". [:jj. lij; 37.1 __ /\f ~ 5 l l l i
- 6. .
\/j 'r' :=2 1
j l IFew black shale sears 3'h,:.- ::l T ,:, e :=: i-
= l $ ' ? f::
l 6 I I l . *: J.- . .1 Badly weathered :one 42.l'- j:j l b l I -;; t.:l. i E i l ! 142.4' M.to 1 c
=
- l t
..l.'::.
' _& ' l . ksi!.
i fE ! v i 0
- l .l.:.
<. ..:1 7 c o n e *.o .4 0. I t'1 N
FIGURE C-19.1 LOG OF BORING ,,,,, , , , ,
^
' ,,o,ge, ENRICO FERMI III j
} 581.94 o.u o uns, son wo no.71 r oeva tio w a s. 5.0 on 2/22/74 oave svany ,l/31/74 care counteve _ 2/1/74 r .,, s f, ,
oEsCRIPYloN 8, ,_ wwwa 1 ,. = noo .
>> EXES g, yw a , g rj ,
o I o ( Eo E $ ,k,'w S O Sj k c L $ s se rs c .'t s o.s ho .gj8by :0: ngo 22 eO O 8 a Is o ma g s . ; ,,. . A B C D E F G I H t i 1,_ ,,,,, J K tc , se , e,o , es ,
. u r. .m '
20.0 .d.* STl ;
--.< l l Br. l Moist, stiff. silty clay with 4J.U
,., jtraceofcoarsetolinegrave..
2T:tr liit19) ;*f l Moist.mediumdense,hardsilty 23.0 27' SS2 Gr. 44.) f.f. . <
C l sandy clay with trace of medi m f mnl l lt fine gravel OV
"*U 25.0 e ST3 l l l 28.0 M N SS4 l Cr. ! Moist, hard, silty clay with 29.5 \ trace of fine sand and gravet 250 l s
l N I l l
~
\. ' '
-'J N x
x
\
i l i l lTopofrock29.3 ' l yoI l lCasingseatedat 29.9 . 30.0 \j ;2: 3
= IMH!Lt.Br!ThintomediumbeddedooliticV.*dr.h.!:.Mhj5 , .
5 l co ldolomitewithcale.itecrystal s to i, j',;,'
= Sr. ;.7,;.;f[;.;-
= lGr. lfoundinsomefractures.
O $ l l l Horizontal f ractures 10;15" s (/.j. f!:- m. E l l l
-- '%;f.!i;~
_.1 E .; :i l : l l t' !j:i E l l l v. n. j..
- c t .-
. . u;-;
=
18.7 /\ 55 l26$ vi c. i e Ii .f;h
~l~- $ s 40.0
' ' 'Mll ! Gr. I Thin. to mediun bedded, de.tse l,d.n.k% ~. jiji.' ' ,
l 5 i ! ivery fine'to microcrystallinen to ff.;hwca . . , ;; I dolomite with sonc black shal[ 3r . p{;;,-"
- i. ,__., . ,
- I .
E.
} l .
,w '
. E ! -
! l seams. j 'I:i' .
-:-W 6E s
g .
, 3 _ _!
! ! _ _f;3l [.!'"~ ~
, ** - A; I fa f l ,j ' ,
)
n e o . . . s __ 4 ._ o o n. c. o .w b h
;. +)
- ~t w.
FIGURE C-20,1 LOG OF BORING sweer 1 or 2
~
ENRICO FERMI III ( raoacer ei.ev a ricu l 9 14 2/10/74 on _oans.70.6 s-. soniwo uo. 322 oave staar o vgcou,tcyc 2/11/74
,, i d. > OE5ca'*T'oN :
uwt za re w neo e r* azz, w, ow a . , . : == s- o o= ! ; g ', c o'.. [;Y85 IS !88 e 5 9' o f $ OE o
......t c L asswic a tion EE "ECOVERY m;T, g a
o S *4 e a a *D j W r e IN
- A B C D E G H I J K , ay , ao , so , e,o ,
_f _ d *a Rock Fill {, - T3 Sll
,*j I *
- Moist, hard brown silty clay with trace of fine to medium 2.: . 3 12/7r,] ,4.o 24.0 32' SS2 gravel, l ~a
.4.3 27.5 xi.6 ST3 \ Moist, hard gray silty clay with trace of fine to medium u.a N 2- SS4
\ 3 gravel.
8 i hN l Top of rock 28.4 28.9 I\ l l ('aninc at 2R.9 g 77 ._ l Thinly bedded microcrystallin___g e _. _ :.yj: l _@ i l 30 . _ .' Mll Lt.Crldolomite with horizontal bed- V.Br.ht'j! E c to to ding planes with few vertical to i.)::. ..- E 11 Gr. breaks 1"-4", 60-80 Br. _
.'.Ijij e .:
s d l Vugs 1/16"-1/2",10-20% Kg,j;; - 3.7f 72 7 Ez l l l j!j:
/.1. %
s 36.0 7 _ N I b l Vuggy zone 36.3-41.8 d'i: [ I__ Vugs 40-60% qi lw.- :j: J.s aM E ' Badly weathered zone from W hi
- _.h 33.0-33.4
= . _.!I!f.
M !
> d:! .
_ .,f --._3 l :. I;:-
. , r.: 1 Q i I lw l , :- g'; ., ;
- 1_ M ..
-_ l.h.i
- 1 .
Es I i .:: t.!: .. ei --e 1 q / F ( RFWARMS
~
e- _ etORI N G NO. N w d t \ -,. %
., e' .
'~ ' **
, , FIGURE C-23.1 LOG OF BORING
, , . r 1 ,, 4
, ,.o n c t ENRICO FE.DJtI 7,II 9_ cv . t o., 579.89 c.t a was. son,uc no, 326
.i ___sas.17.6 on 2/22/ 74
~ -
. oarr snnt 2/13/74 o. T E c ow a'c t c 21_.15 LI4Z
. m.m , .m g# 3 ja I y { oESC RIP TIO N e k
L
- N a>
v5 0) c y w J r .. gd E x yZ 6 b wW o g e.
- 0 jfj$ ao ES a p .,2, ** tea **L ow cong
" ' ""' c a " a ~ "'c""'
gp3 fj "s
! Oh[
s 'I 'p 3 A B C D E Fl G I H 6 I i j g , g ,c, ,, ,, STl l Br. ! 20.0' Rock fill hb._b_ l 4h, , l 9.3' Soils fir $~- 12/14/ i 25.0 ' 17 US2 I G r. I Moist hard silty clav vith l k ! I trace of gravel _. J i .
; ?'edium dense silty sand and
.(N ! !
! l gravel
\
l
. l l I- Too of rock 28.3
~ ~ ~ ~ ' ~
I l Casing ~ set at 29.3 29.3 " - P --' 1\ /i . ~
- =;- i1 . t J l L MI L' t.'Gr. Thin to ncdiun beddin': nicro-lBr. h7 * , f!!
5 l' l co 'c rystalline dolonite with hori- ! lto!-f,, (.l:i'
~~
$ l l Gr. bontal beddian plancs with l k * $ ' 'jl:i:
b l i l some black chale scam. Sonc ll fe'.' ' h,I[ il l .___ I I l vertical breaks (anhydrite crds ! Ih . ')b! 16.1 l' 75,1/IN100 44 E i
! l .tals along vertical breaks) i Qd Qi: -
~~
Y- . l f- kan:;ing f ron 1"-l' , 60-90 l [:: - .[::. . . .
==- 1 I
, rs - l '
Sone badiv brchen.'/ucs 0-10% l b1<" , . !::: -.
) 7 5 .1/16"-1/2" I
-=
l l l [J "2 ' 35! t. ~ i - la l l l r. P;., , c s.:.
. g.:
! lE I i l
. ti:
f-j -..-- - , , -.E: i:-- l l l l
. - .. g:i 3
.'.- T P -
- l. l l l l id r ,
p: .
. . t :.. ' '
~l . l l 6 'll l *
-- ' L- ,-w l .. ' !:
.- . s
. . l l b,= :
( i
.I j 2.: -
P 1 l*YsF %. -,.100 79j s -
, ~
!.l' i ! l i b f:i v
o-
- ---- - M.~AV ,i .+== . L=
l
. l l j..
, e.
}: , _,
.Ll _.(._ . l == ' .
.' - ,1:: , .
-H J.l =
l
=E --. . ,l i j -
l::: l E i
!1 p '
- fi o m . .. .
It o a i % c, 8 o , ,,,_,;.' b \
- ,r 7
y-M
,e FIGURE C-24.1 LOG OF BORING swe r ?,L_ y _ 4 __
( paosecy cLevatiou 581.4 ENRICO FERMI III c=L o nas, _ a s. 24.5 w soanwo uo, 327 onvesy nr 2/15/74 omre counteve 2/18/74 oESCRipTioN
- g g, b o* g y W
WWWE Za x8 aco U; ;; - L r &ZE) g> UW W 2 WZ
- j >>W ,UOE ;> o> o J g 4 I
z* E U2 g W ZUW go 0 ve uz O M A T E "'
- L oW cone ...
y 3 g$ g I o d u > "E e Eg RECOVERY =** Oh O g o 2 :: d j oja as o C L assersc Af to*e mE d,
,* E a * *8 j W E e in -
A B C D E F G H I k j K , ag , 4,9 , gs , e,3 , Rock fill I.g*o* 20.p' 9.5 Soils TN"E N8E5*aN3rNe c [gy g g tgygge i 7 01 21" P Gr. 13 W 17,, 5 24.5 '9/T')j[ 29 ?d.4 .s l 24.3 venni yC] Gr. with some 25.5 sanpr,so921.3 ..y lvery cense, nard.claysilt 6 tr. of coarse-fn. grav, e 25 T.23/ U0, Be;n 26.4 u 5" $M 20.0 l N k Top of rock 29' l l Set casinn 29.5'
\ 25 0 ~
k 2 9 * ~' 4 , NI/ ;n: 30 0, a 4 . . ,b N e i Mit[t.Gr.!Thintomediumbeddedmicro- V .In .
.c ,W,jij h to 'to lcrystallinedolomitewithhor L- to l/.p;.fj,'j;djj
. E :
11 Gr. lzontalbeddingplanes. Few to Br. /h g4:3[li..5
-m .
$ some shale seams. Some ver- Dy. ,V-yyp {jj l tical breaks 2"-l' 60-80" ;,3 ..;: ffg.,.: gig ,
36.2 Y-hd 100 67 $ ' Vugs 0-10% 1/16"-1" , .;y(:p.fi Y - m Ng Anhydrite crystals in some " d:!
;>. / .[:j H vertical breaks. ,
1" Clay sean at 36' " ; tj:
. __ 5 *9.*
I l (. ' ,..*[ ;f ~
~
'L >.'
E m l 1
- /. r.
..o.- it::
Z l
, -. s:p: I:-
M
- l . . - 1::.
E s , I g g:
, atuanxs ,
E]OnleeG No. 327
. . . * . , .e U BORING 10 2
= BORING 16 8m sunuct nemarrou s ro r 8m G
uw suence ettseirion s' e
%w nf oa nC oa im 3 svusots usempress 4 3 svueots sempress 0 . ... O . .., o r
,3 u , ,,,, as g = a saw ** so. <-isai ss ==- s== a.. cu, ..cu uace== ca o i
.a e
..o a .,o , e, aa, i 6acov . e c -ia
/0 8' -' ,; '-
ss s ==== cta .w virts sai.o a=o saa.<6 it ui-scu fc % aan cu, ua omavet amo vuca cr sae asu.icu W c- c ac ....... . ... ..r. cc. n u..e m
%. *3 + *O 20 % k 20 * 1. # asa.at =cm ensa :m k
4& G' 3 W
.N 2 31 , NY t - 6'h *} h W 1.=
.a ss ,,u,,es .w S3' = as i5ta=cs eve m tenou,p
- o. om raae A JC = 4 m .a n u . rie. . m .av.
e.oto.ca.u, x, e m..orrcr.ic e. sq m = *co-
'ssTe r m. i.TL$'U.NY.'J***d'L*'*
a .c. r .. wt a sa a . a.a s J0 - c.S I. -- a '<
- s*e st a= s ==o == aa- emde-m2.,
g Q ihChulkfel J annwta f t svar oame oote. ira ,.e. a. s .
= %
L ggg g {
= / r :
4 " 40 m -x=
'N h =~~
q 40: - Z z= e'st aw ce f
-=::.
r sacs 1 stat ens up .a.nsa se.a, s'aavvamaat Facu t .it
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4 i 41*Nw as r= :
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%w
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waS5twf. g g i I s M OC% CJ . OF'f m a p ttwee aksev Dnir t au,seeALE rweeStaess 70 WEDaute f 9ET ES TA.casi t aseo ses.a.uS4J8W5
-a l
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l l 1 NOTES; 1 l l a., ..............,3. .......2,. ,,3s ENRICO FERMI ATOMIC POWER PLANT < , .........c......,,c.. ... . . . , UNIT 3 l P ,'i':.'1 CJ... .'.'.....;r. ' i. 1'?
. . , , PREll.'.11 NARY SAFETY ANALYSIS REPORT t
- .,.........,;-,.,.m ,
i l a c,<...,.u....;.....,.....c..u... FIGURE 2.5-23 cesi , n, g;;- a - amr:" LOGS OF BORINGS 10, 16, 18
.u c. . .. .. , ,: , , c , ,, .. . . m
V O 0 O STERLING f i 5 1 4 I 1 I I l 1
- - - ~ - - . . . . - - - - _ _ _ '*N'v*-r--e, r&w%,,,, , .y.., _
- ~ - _ _ _ _ _
. e TIME IN SECCN05 0 0IO .C20 030 .040 0 , , ,
to - . 40
- 7900 FT/SEC 60 -
--. - PLASTIC CASING g ,
At 74' i3 l 10 0 - ya
"(
iz0 -
&st
' .I 3
E . z 20 - E t O 16 0 - 12200 FT/SEC 180 - 5
$a 20e r !i)i AI h 220 -
s_h s
.ag j lj 240 -
45 260 UPHOLE COMPRESSIONAL WAVE VELOCITY SURVEY BORING 204 on M as n n M o o sa m eoces sr#* se s see asse ee - T ilE %TERLING POW E R PROJEC
, I Ti c .. uco i
, Oto 020 030 040 050 060 070 080 he-iOO f(if .tt itCOss0 l
20 30 40 f 2700 fitt Pts SIC 3=0
- SO -
i , i' 60 -- 4 7s ,, 8 ( ) = . y e' ; i
- I s7 %
it i ;
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i 1 6500 sist Pra sacem CO g 11 0 l Ti 6
' u?
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.g
- d2 '30 is il t
14 0 ' ' l l 1000 2000 3000 40C0 $ COO AOO 7000 0000 i s.u. ... , u m i . F((f Pte $(CCe3 i UPHOLE SHEAR WAVE VELOCITY SURVEY i BORING 204 l l l f Oss M se f4 El Moo se r
,/ @ g ............,..........
THE S T E R LI N G POWER P ROJ f.C' [.
=- w= c . - -- m- - --
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8' sTirtzm TEST RE2A.Ts g 6 ** 5 I h., g SURhlCE ElfMUCN 266.2* cno yp Q aE s kig g@ COORO/N MES = i 21s ess.6 l EST5 Twg Cr g o u ,.,,, otviarca m ,. 0 p{ " tt E et ei st.o. y w$ so
$q 5 SYMBOLS a sai 627.s l t,5h $50' " Si I I TT5 C OESCRIPHONS I P -
4 . . .. . . . ; .. s . : .. r- .;.:r s LaGWT 88Ces $4 Liv fl#E 5AnD wife TeaCE *(Olv9 T9 5 CCA#if 5440 C8AOsmG w3 T* LESS SILT
..26C ".g.
3 CAADeeG wtTw LITTLE *t01Um 10 CCA45( 5A=0 an0 l
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67 /O- ~*; 70/6" 2-s
- u .
IM/I * ,' caA0l*G WIT
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12 5/ *"
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6- e 20-
=
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263 s7 J $2 2$* ? ','. 61,. i Cm- s-. s r o),1 ; ) * .',
, 90dLCta reCm 266' TO 286' l . .b-
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- f eet 5890 wife TaaCE
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jc yq3 . . . . F n-*:.r = 1 ;!wto 5a?*A.L :1 '.L's TIIE STERLING POW E R PROJEC
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a. s g ss s r<.N fist sisA.fs d d 6 ^],.% " Wi* A g 4 a a
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;? *aci
- 2 zoo.
.. Da LIE *T sie 70 pie attium gassats istitteus sa=Dsfont 75 e=
5 25 2 235.6 _{_ -; II ioc gs .. O g .-- Dana sta REDIum GaAlste AaGtLLACE0W5 Sa=O1Tont 17 36.3 25 ' g,,, sie Mesun saatate latittout 'an:570=t 76.6 m = 9-g 32
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85- = 20 9'
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27 l l y,3 , {
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=
31 T-129.6 32 l'l ' no. ..
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N 647.7 .; caan als atDeua seAtato AaGsLLatt0V$ 1A40$YO4C v5. $s. N
! 235.6 t/5 - [
q 2 i
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=
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_= 23 Il 100,t R
/40 . =
.bO b 2 ::psr i; 3o ra ' My I ~
a$t 1 STAstAa3 PtstTRATICN TEST A- SFT. 1400 30* cpop B* E 6 9 L' . 10Ct. 30* Lpt,P E LNSIST'J75tc s urtg C - PISTON. FL5 FED 2 015?Jatts !Jertg D- seriev t =c 01r!!m j l E
- LIN!!O .
C *Q $2.*PLE pt;-vrpgp %- T
- C 6* TH E hall l
T c: pa *a = = 85 M oo '* " j 0019% L' . c.o. . ' r Pt a:Es! FICCVtty
, o g e s s r a.e er o.s s s.e e a s s c r e e P !A*Pitp F"f"IL l Tif E STERLING POW E R PROJECT i
eeri en r e e n a s
* ~ e k
. .c -
g gg - BORING 204
.[
w 5" 487 NIS $ h- :s E ti i E i! : ~: 1 b N D k 3 Yt3Ys C'# 1"15 *" # =5 ,
~
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c TEST P5r Psv a ~ i % 4 vsn SYMBOLS DESCRIPTIONS 3'.j' t_
..s c 21
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26 M LAPinAft0 WiTN SMALE O m 0 155- :0;
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0 20
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20 o ,IE. 7 N5$ r 31 S* 164.9 3' 'CC ?- E~
/65- 7
. 26 ':;^"~' .
4., t 22 1 0 3 li 'S-
)h . at0 70 taan et0 Pt0tvM CRAlkt0 AaGILLACt005 5AmD57C48
(/ 21 g9, $ /70- -d* HiTrastD3r0 WIT
- CCCA5 Bout stDS OF DAst at0 SMALE 29 0 ~=1 33 /75- ece8-22 ',,
-m=
18 0- " 16 147.3 n; 19 iss.s
?
is 0 77.8 99 e- C 185- 2 33 26 m
~:-
e a 2C
~ w .a N I 16 /80" aE0 T0 caos at0 aEDIun gaaint0 AaGILLACt005 SA4057C4E Pg b It'reetDDt0 Wein SILitt0U5 5Am05T0=t A40 Otr A5108 SAL q $
- 2'
_ ecos or eaan er0 5 matt
$ E 70.7
~
j_
?,h,, e 4 g 22 19 5- f,
../ SS es .. 20 l I eE 23 -
ss.2 200- - 29 5 9p 9' 0 176.7 g~ 3r 29 205- Q ~~
.4 28 i g e ,.
f/O-5A*PLE I?TO#MATION 3 STANCARD PENETPATIC'J TEST A- EPT, 1400, 30' OPCP B- L6* C, 3:08, 3G" DRCP W UNDISTURSED SA,*PLg C - PISTcN. rJ5HTD 2 C I 5*'t:RBED SA=PLE C* S i' E L5 Y (M D2r1E2n E* T E*.2 S;? k F
- E 6' TM !'i k ALL O ho SAuPLE Pgc;itPI3 E)#& M Ilt B El M O O S4 M I CCPE 400 95 R.O.D.
DUN PEP:ITT PICCVERY acc ma s te== s =s aa.s ee des e s aar f 888 P E A.* PLED P';f t'E 3
"="^ IC^ #
; Til E ST E R LI NG POW E R PROJECT c e r- s t o s 9 e o n e
, y-. ..
l
= , w 1
[*** _ , g gg BORING 204 hg g44
/ 5 sTsecm Ttst arsutis 5e E e;
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= s: :r-o=
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si 847.3 , ogy ^f 4 3
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iii.s :cev ; ;. 23 .,g 2: T I6t. as
=-e si pp.6 ;l
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29 ?.' ? 225- C: 33 :_
=
27 .M 33 iii.e %, 3 I 2 O' h g 23 as _ di 25 2. 3 llt 870.4 235- :- 33
'Vyj _3, -
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* .~ .
26 0
to 91 1: C.
, 245- 'L i64.9 w- -
22 L 32 p39_
-- :h 33
--- DA8a AE0 ARCILLACEDUS Pictua CRAltED Sand 5T04E
$ ICC7 0G -
se
'p 3* 255- --
e 23 --
~ a 23$.6
} 23 3,-
as C
~ lEl 260- .__-
9 D n l 39 l' s '1, -_a
% 29 136.6 tL {1 % 265 5 0 afD m(DIUM Ef atut0 $1 Lit (Ov5 SAND 5fcat
( }. ! }^
- 31 glg] 3i --
270-30 - t CL32 [ 29 22).7 p73 Scasuc TEtainATLD AT 274.0" On APast 26, 1973 ELECTest LOGGIO Og mAAtse 7,1974. PIE 20*ETEa tasTALLES A4Jatts? 70 scalmG Ge l Aptil 26.1973. t 90eigG C A5(D 897 m0T CatP,TED -- LEFT Cpte 70a P055l ALE Aatif tetAL tiOLOGICAL SYuatt5. Waff t L(WEL Af iO.i' Ch OCT0tta 33, 337), l l M $*A%0AAD FESETFATICM TEST A- $PT, 1400, 3C* CPer B- C 6 *t C, 3C09. 30' tp0P ' 8 UNOISTLPEED SAPPLE C - PISTcs, Ptswrp 3 c!5"*.'PPE3 SA=PLg D - swrLar re_rIrzro E - t r';1 E J. . O %0 $A.*FLE ptc0vthE3 F
- C 6 *i ~ FIN hA1L COPE SUM D A put Eg g 8 M OO 54 EE l'OItiR.C.D.
Prp:!NT FICCVEFY seems g res sa.s enroe ee esee e stit Fs#C P f A.w* ;f t P;5 PED nmt:Auv TIIE STERt.tNG POW E R PROJECT
-n~ FIGURE 2.5-9Al '
__ _ i
. , 'a.' * .
- ttat to stconos
.CIO O20 030 040 050 3
t 13 ' i l
\ <
1 i
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i! L . nos Fr istc. l 43 i-*- -- M81=G CASES. 70 65 Ff. 53 11 'I I l i 4 63
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fa . i tl 5-tI i i = 73
& $ 2'
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c- .-.m m -
. _ _ _ _ _ _ _ _ _ _ _ _ _ -_m
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== 8091mG CastD TO 45 FT, 50 t
2153 Fff f FER SECC40 i 60
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14 0 1000 2000 3000 4000 5000 60C0 7000 8000 5ptAs .aet utLO;ITT f[tf ete $tt:s3 UPHOLE SHEAR WAVE VELOCITY SURVEY BORING SOS on M ay, n M oo se s-CWW At s x% . . . . . . . . . . . .- .- . . . . . . . . . Tite STEF LING POW E R P R OJ F.C
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- . e A >
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- eAa n $ k$ - f. g $ qu COORDINATES n a 21s ns.7 no 5"'I sn **2 836 '
*** W E
TYPt cr 63 Stvinica 5 E tt a. Pt cawf TEST g,5r) * *
- sot.at sns5
- TYPE 'w4 4 % SYMBOLS DESCRIPTIONS 0- ~
cAas saown 0*GAmat LLArte b8Lf es ta a2ofb
'*!a, stove 5tLTY Fl#( 5Aho wifm Seat atDiva TO Coaast 8.2 43 1.a g [. . 54m0 wife f a ACE F tmE GRAf th
*- 60WLDER FacM ). 5' TO 5 0*
5- S.M. - 835.6 7.9 85 2-8 e ' ja; 4 .
.".',, teADi=G vlYn C005Lil
- 8. 2 126 3. s a g
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" WI TM Ta ACL Flh[ CAAv(L Wi fM fnAC( (LAf 2.7 176/4" 5e .**I..'
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~
3.7 sstLt
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.'.d . ' .
TI/Cu/PP 3528 13500 3) 133.5 7.4 i).612.7 c. '} saitLLc I 6- E Sp ., e
.1.
8.1 130 if-A G I
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" I* k%
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- 1 PL PT 1 2 ,w BLCW 7yp{ g M SYMBOCS DESCB/PT/ONS 70 r,a &
s0utsta anon 70.5' To 71.$' Mah .y
~
36 347.1 -. RED 0l5M BA0wn SILICIOUS 5Am05704L ImTEntEDOED WITH LAGE RES SMALE 34 417.4
ads S193 31 612.6 gO. _
M e' LARK RfD ARGILLACEQUS 5AsD570est CRA0inG TO CRAfl5M Af D Ago ca!Enl54 GRAF SuSGRAYVACKf, IRIERBEDGED YlTN DARE
~
* "ED 5" ALE 2$ 15$. 3
~2
~
38 339.8 mt0Dl5n sp0ww AnslLLACEcus SAmDST0at luTitBEDOLD wtfu DARK RED ARGILLACEDUS SAND 570hE A43 DAAL RED SMALt 36 90-39 > -~sr= 29 378.6 ... 95 - -,-- 25 233.0 _- 3
~~l60 .-- .- ~ "--
35 373.7 (O:<
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TEA 35 661.2
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/20 - %
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'00 226.2 23 .
__M__. 12 5 - J_ -..
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( ) 208.7 b/ Il
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. . _ _ CF $LICKE h51 DING PLAmt12)* TO 40*.
0 *" 16 30).4 T PLC015n GRAF AND $43=411N CAAT AaCILLACE0b5 17 65.$ S A*D5 fC*E ItTERREDDED WI TM RECDI$d 840=1e
/40 .0 .
SILtEEcu5 5Aa05fout. CARE 8E8 A*GILLACEcu$ SAwasicut, ANO wifM CAan RED SMALE E {} ~~ 1 55
=-
*; A.* F LE INF D P MAT I M
*l STANDARD FENETFATION TEST A- SPT, lace, )' r, pep D* C 6M U . 3 C0 0 , 30* Opop B CNDISTUFBED SA.*PLE C- P !!!O'. . r'; 5 ta rD 0* E M E' 5Y f*i IrttDI Z C 15-- pgED 5 A.*rtt j E - DE* !Ds E
- C 6* ?!N utL O 53 F A*PLE PTCT'IFED
} Capt DCM D AM uis B MOOR E l'0195 P.C.D. noCat sFf e sas .ee assC ross PfPE%T 5.ICCVIBY e ne.
P 5 A*F!!11b FU58tD
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. THE STERLING POW E R PROJECT
'''' FIGURE 2.5-441
.. m --
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g gg BORING 50 5 A statwTH TEST RESLLTS g $ O g g CMS au . e
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=
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" ELECiniC LOGGEO On OCTCBER 22 Amo 25,1973.
g,
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e
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LSCS-FSAR AMENDMENT 54 JANUARY 1981 TABLE Q130.23-1 MEASURED SHEAR AND COMPRESSIONAL WAVE VELOCITIES VELOCITY (fos) SHEAR MODULUS 8f ELEVATION DEPTH SHEAR COMPRESSIONAL max (ft) (ft) (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 650 60 1070 5700 4760 645 65 1060 5800 4680 640 70 1155 5900 5550 0 635 75 1170 5700 5700 630 80 1225 5900 6240 625 85 .. 1250 5900 6500 620 90 1280 6000 6820 0 615 95 1270 5900 6710 610 100 1250 5900 6500 605 105 1525 6500 9680 500 110 1300 5600 7030 l 595 115 1300 5800 7030 A 4 o .
c 3 . .. , AMEriDMEflT 54
- JAriUARY 1981 e BORING G-l 8w syntact (grestron tos s , {
.f*m. Q O.- gy CConornarts ssA.sr
.. m ss. c se gg
&R 1re!$0L $ offCer*rrows 0 4 , uu u... w e., s a, u.e.. .. r. v n peu es c:s*u ss a. so r... se res er came satry r,at sans me :c:Assc=at
. - 5 sa CL "*n.",'.*c:e"u"m"n"s".5'
. . 's'n",'r'
,. - 705 5 3 t
gaaCCA fL.L:wes.-4.m.
%4 sAme an p p.itft fut wifw
( caAnt jetagfeact siger) to a . . - CL - 700
/0 ,, , .
ue im a nur ne uavrt 4 am n=a cu. octaus mn :s re<act ce rig saae tsrist
,a WW - 695 15 ' h, f
7
'7 to a ?? u. sis n.: sein m naca
- 690 us.n n cauu sw 20 f 0%
- 665 to a .W,
( ~) 25 . f'y;
/g LJ so a ,l, - 680 39 m
a
. g'i, CL - 675
& 35
,a Li/,';
k
~ ?$
~
d is s ucis ir set s=e .ccausw - 670
<L 40 y '- riu u.at
- 0. Q 4 sa Wi y
- 665
' * * ?!x * * '"* * '
45 o'"r u"'e"mt s s e"sw""s.c"w" 'a n'"v"ae" se a :p$'
$!?' - 660 50 .es a f. e/,
A () ,, es a at a f s e v . ..,. m m n et~ ..~ .r.,
. ne
- 655
.n ". ,'*
- 5'ai d u '-(L i d " 5 H" 'c
,4, . . C.L to a CH ~ 650 60 av.c... m ,cu,..~ ~wsci re se a i,y w u w.a w nu :. wit..to sun-
- 645 65 es a na
- wes u cnur=trwse,stn n , u m, s is a CL is a
. - 640 7
sa or a . - 635 75 i eu s c:,,,,, KEY: LA S ALLE COUNTY STATION G S.m.
. . ..,.a. 3 s PE.E W..,1...
.. .,.d.
FIN AL S AFET Y M. ALY SIS 4 EPC R T O FIGURE Q130.23-10 LOG CF ~02II:3 G-1 (SHE;T i of 2)
)
6 AMEllDMEfiT 54 JAfiUARY 1981' O e BORING G-1 (CONT'D) $w 3 8%
- 4e % Q st u 't oa Ww it a svuect s erscwrices 75 wri ax ri a q),
VA CL - 6JO 80 24 a j(g),. is a Ef
, :u. us,cu,i,utivm na " " ' "
- 85 3* 8 ,li!.!I ML 2"^""*'""""*" 625 ff gaan gear $ttf4 (Lev wi Th fvatt feng tg 26 a f'S COUSE Saw3 Ana Hg DAugL (WEAf $Tife fa =wse so er a ~ ~ 6Eo J 42 a j,h,CL l
g gg to a A'$ ~ 615 W m k as a S ,,, ,, a C , , u. .. . .t. . ,7 -, f , .. ...., - s e o
. ut ; :.AT Cutt' 1967 with 10mt H4( Q (3m$g su.a g sact fint uavat ..wei CWs Coa,. 68t*F C 4 k'( ( me n< pa.tafttott.h feaCE fief. SMs0 uni W,
4 fog ss a -. p t - 605 a eauc:w. :.a.sus sitrfueet,i, .. :uct nw T3
'/,5' us t c:=vae.i c S3 a tesor.:n er n=a ro c:ust sae.
w CL scasmat usses er sitrf sue ao us.sttf su.e s.un
//o 42 a - - 500
' CL "'***'"'"'"'""'"""'
gg 3 ( .* [RF %flII) CH fjy ,- si a @ SM I ;* Sitiv "'t 78 M'n'a 58=e iss=le -595
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gosser. CCrpttft3 af 4 OEPfh of IIG.$ fit? C#
- 590 10-4-49.
C A11% vitt f5 4 CEPm 0F 6.0 af tf. 4 4%Ce 8 8 Mt Pe*f intf attES T3103.0 fif f
/25 ** * 'txt na u*'5 Casa"*.C 5."stt .t4ftv CtE A.tg est e'3 cat fr u. c.
Cr!JT cote ccaaa snoa sea.o 'o sio.e etsf. LA S ALLE COUNTY STATION FIN AL S AFETY AN ALYSIS REPORT i FIGURE Q130.23-10 LCG OF SOP.! :G G-1 (SHEET 2 of 2)
.. AMEi:DMEitT 54
- BORING G-2 @ $' JAliUARY 1981 suaract nrurin ino coo coures es.s1e 52 .o .
1 Q 4.estas t gR g svunet s .vstoorross _ y,g 5 - 705 to - 700 15 - 695 20 - 690 25 -685 O & 30 - 680 6. m k 35 - 6 75
~ ~~~
40 , '"'_"".'.'.'5."...'.'.'...s",*.:',"
. - 670 m ..
4 W o 45 2 9, ct - 665 30 - Scio M Y5
- w. c...i s .r., s.tn tu. ,i- n.ec 55
- 5 * *) :::25 C.L ".c*.e c n' (: W.c *is cause u.,'c'^'
tt
- 655 j,').
$ CH (amot . ei
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v,y sv.r2c,:au cu, sitaw.e tu, .imeiw teus a it 60 =/ 9 : vie srser - 650 M OR 65 -
- 645 F- CL X,
70 - 640 75 -
- 655 e ...: c:.r.. m LA S ALLE COUNTY S T ATION FIN AL S AFETY AN ALY SIS HEPCRT O
FIG'JRE Q130.23-11 LC3 0F E0?.!"G G-2 (S!! ET 1 of 2)
- - - - - - - ~ ---
.% e
>+
AMEllDi'EliT 54 slAfiUARY 1981 O 4 BORING G-2 (CONT'D) 8' s$ W D 75 srunts erscurroes
..gg - 6J5
.h@f CL 80 ,
, :.l e =-su,inn,cu.a,.
srir 3 site wm nace rig see - 6Jo . i: l! ML 85 i l - 625 l cwes m.tri ..a er e.ccasn.at ri rn cousa u.sti s s ==
# ri.e uant 90 dl1 "! I unois to sen m in er ri i uant em s w..run ani u att-siutn eu, re.ee re.e 1, uuss ~620 i
b . / I,
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= W CL
{100 k A
- b. - 6/0 WI
- y(,
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/05 .g;i,)/. - 605
.gg m, .
= c...
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//5 ,?SS: - 595
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/20 easi.6 ccaptarts er a caem er us.e rser ca" le-ii-40 Cas.s.c
. . .e.si.g
. exte.a.e..sram ier=6.,e.raf ni . f.,
. nau wevrie i. .txt c. u s .uc = . u. .
LA SALLE COU NTY ST ATION Fl*4 AL G AFETY AP4 ALYSIS REPCPT O FIGURE 0130.23-11 LCG OF EORIli3 G-2 l (SHEET 2 of 2)
9 ' .* 5
*
- g AMEf1DMEllT SC BORING G-3 ,Q L JAf;UARY 1981 svance rieurocs res, cocoomarcs en.sss se on g
4,aso.so e y% q srveet s erscw:cer 5 - 705 to
- 700 15 - 695 20 - 690 25 - 685 30 - 680 A
W D - 675 y 35 s q ' . w. u., i,ter cu, .m mer ewn - 670 m, 40 '4'k vn ne n.< usant unn swn g .. O'
//
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- 665 45 M'i 5
- S;
'b; 9/ - 660
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$1 CL 55 ,6 - 655
)
v 60 %'4 - 650 M in 65 $l. v '- - e45
/
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/.;
70 -640
.e s it r mc., ..c.uu
- .cn.(....
19 f t lot a;. , - gy$ 75 as..% cem. .. LA SALLE COUNTY ST ATION FIN AL S AFETY AN ALY SIS REPCRT b FIG'JRE Q130.23-12 LOG OF CORI;;G G-3 (SHEET 1 of 2)
. , ' b v AMEf!D!!ErlT 54 i JAriUARY 1981 O
BORING G-3 (CONT'D) hg h W 4 yD svuon s erscastrows y,hk : Y -g30 80 ..e,f' s'
~
CL
## -625 ifd cas:e su,s .sin...ms:n ec:uceu.a em s..e
#g swa 90 h, ,j) / ~620 y enuns n ues qs ,,,
L , e.. un sitn cu, .im eccuiew - 6/5 W 95 l, ' ' CL "*'**'"'**" A C'H g !...'.A .
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sita cu. c . a nact riu. .n: u o,s - 6/0
& foo ,,fg f or riu sAsa .a ccur:w r.i. u.
snr -un k4 N} CL
/2' p,it - 605
/05 ::a 5f'(
On ' l'? 1/0 ' 'UE CaAv sitTV C' .AF f STIFF)
- 800 p':: CL I' C'H
...-..-s..,-, - s,s -
PME Caaf Fthf f3 me2f'jui sang, sett, .tN lhl CctAstouAL TilA ts OF Fi4 CAA.tk lams) NUY I 120 -$90 g seas
,, :4c. tr fra at a :tra e, us.e .c * =
CAsw. v.*.f t f's a Stevie er 7,3 ert? b e' E* 9 9 Pv 17 *.G et t ans saourgs i.t IIrt 09*.tet t f 5 f*FLatt Fce <re.sstit Fts'tew l LA S ALLE COUNTY ST ATION Fl*J AL S AT CTY AN ALYSIS R EPORT e ! FIGURE Q130.23-12 LOG OF BORIf;G G-3 i (SHEET 2 of 2) i
i e
- t
+
t e BAILLY A
SARGENT as LUNDY ENGINEERS 'EXHl'! !T 2-1 CHICAGO SL-3629 __ 3-8--78
; . REV. l '
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l Ba:lly SOIL BORING LOCATION PLAN
. - . - y -- - -
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. en -(
.- .- S ARGENPa LUNDY - ~
^ 3--D *- 'suoiNUms - ' ,x cnicaco ,
x s c - ,
*.y TABLE 2-3 RESULTS dF GEOPHYSICiL TESTS ,
s COMPRESSICNAL WAVE SHEAR 4VE VELOCITY PCISSCN'S- SHEAR MODUI.US,. SOIL VELCCITY- _ _, STPATIFICATICM f ft/see) f ft/sec) PATIO fkirs/ft') 1( Eolian (Dune) Deposit
;Not Measured . Not Measured - --
(fine sand, medium 'S dense to dense) Glacial' Lacustrine -Not Measured 3 Not Measured 3 - -
'(Seach) Sand Leposit (Primarily fine sand dense to very dense)
Clacial Lacustrine 5,600 900 0.48 3,250 Clay Ceposit []
\,) .
(Silt and tilty clay, very stiff to hard) Clacial Lacustrine Not Measurable Not Measurable - -- Clay cepostt (Primarily sitty clay, stiff to very stiff) Interbedded Clacial 5.800-6,200 5 1,150-1,400 5 0.47-0.46 5 5.300-7,850 $ Lacustrine Sand / Clay Leposit -d (A layered deposit
. consisting primarily
- of very dense fine sand with layers and lenses of nard silty clay) -g 0 6 6 6 Glacial Lacustrine 5,800 1,150 0.48 5,600 _-
Clay Deposit (Lower) 3 y (Primarily nard silty clays and clayey silts ,
,, I ,*
with layers and lenses l cf very dense silt and , i sand) / 10,600 s N,;# Clacial Till 6,200 1.600 0.46 (Clayey salt, hard) Antria Shale Not Heasurable I Not Measurable - e i
. .. Traverse Dolosite g 23.730 6.800 0.33 25* No i to Elevation 185 l
} z
-- 'fased on Shear Modulus s (Mass) y (thear ' wave velocity)2 at an assumed chear strain of to percent.
2 Matertal absent frca study area as a result of excavation. - 3 Material acove first recording deptn. ,
/
" Lower velocity "elind* zone. ,' 4 Y
!he lower velocittes tn this rande are constdered to te representattve of tne clays witnin tats deposit,
,. nile the nigner values are constaered to represent the sands. ,
"This depostt is constsered to te asstlar in troter'ttes to the clay layers within the a'uove descriped
_ ._ Interteaded Glacial Lacustrine tand/ Clay Leposit. 4
*3
. differentiaticn of the Antris f.,nale frem the cverlying tLL1 was ceserved. The velocities 4f the -
y snaie are constdered to te grasattenal tet.een the stil and tre Traverse Q1catte, ,
*?.ortrern Ind tana puclic Cervlee C=pany L att.m.
/
4
. cs OL-3629 4
_ _ - - _ _ - _ _ _ _ _ _ _ _ - _ _. - A
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k LAronarcRY TEST DMA BORING 8- 101 CONT'D SL-3629 g D
<- , x W :r - T_ e;;W.
a in.. c. .r .. ;.
$c, 3-8-78 b' Q
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