ML20105A248
| ML20105A248 | |
| Person / Time | |
|---|---|
| Site: | Clinton  |
| Issue date: | 03/31/2020 |
| From: | Exelon Generation Co |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML20105A242 | List:
|
| References | |
| RS-20-028 | |
| Download: ML20105A248 (671) | |
Text
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I ILLINOIAN i DRIFT
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..1.J... LIMIT OFWlSCXINSIMt GLAaATION ,-1 IN ILLINOIS *..1
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J._ .. _ .._.~ ILLINOIAN I . DRIFT I !
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*** .,._.,.P . M .YSI08RAPHIC SECTIONS AND sunscTlOlte* _ _ _ _ _ _ _ _....._....!...................... .=:::. .c * .c:.:..: OF THE OENrRAL LOWLAND PfftSIOGRAPHIC *r AREAS SHOWN 1M WHIT£ ARE PRIMARILY GLACIAL DRIFT AND CLINTON POWER STATION eROUNO MORAINE EIllCEPT' FOR THE WISCONSIN. DRlFTLESS ETa. UPDATED SAFETY ANALYSIS REPORT AND PMT8 OF THE GMEN RIVER LOWLAND, S, CO..... IIO ' .....
A. LEtGtmIH, ...... , EKILM, G.E., AND HOMI~~. !Me. PHtIOlllAPtIIC 1IV1l1ONI.t1F ILLIHOIS, ILLINOIS STATE IIURWY, RIIIOIn' 0' FIGURE 2.5-1 IMITIGATIONS 121*
** "LOLU'IIOWlsCIO.C'l 1960L GLACIAL MAP OF NORTHEASTERN ILLINOIS.
G£OLO.. ICAL aUllI/£'(. REGIONAL GLACIAL MAP AND Co FRYE, .I.e .. £1'. AL.t,taL GLACIAl. TILLS OF NORTHWESTERN PHYSIOGRAPHIC DIVISIONS ILUNCIIS, ILLINOIS 'TA'n GlOI..D8ICAL SUNY CIRCULAR 417.
lit 15-11t J -..... 1-111
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St . ...., * . J w.1 .!m.. STIl4TIGRAPHIC COLUWI OF THE PLEISTOCENE DEPOSITS OF ILLINOIS IS SHOWN ON FIGURE 2.5-5. CLINTON POWER STATIQN UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-2
REFERENCE:
ILLINOIS STATE GEOLOGICAL SURVEY. 1967. REGIONAL STRATIGRAPHIC COLUMN GEOLOGIC HAP OF ILLINOIS.
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Cp s T T . .TI ....T ..oon It CUt"'tollS IIOCIlS
" _ISIC IIOCIlS C, _nVAliIAllIIOCICO 0 c:. MISSISSI"IAII IIOCIlS D _IIAII IIOCICS ~
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- IIlualAlillOC1CS o OMOVICIAllIIIICICS C ~IAllIIOCICS ~1r'--------.. C.
~~~~----------------m&A8--~~
!;w,..t~tAIIIlOCICS.I 0 ~)J POWER STATION == CO",UD 'IIOH, L__
~!ltli!Ll~"'iiiiiiiiiiiiiiiiiii_iiiiiiiiiiiiij::J>""l. UPOA TEO S A FE T Y A N A L Y S IS A! PORT l----;..;;;.--..;;.;~..;..-..;..------------_f A. 11011 l,v'b,,,2, IIDLDlICAl MAP OF '"' VIIITIO STATU, VIIITI6 STAT IIDLDlICAl SURVEY. UPIITED 1960. FIGURE 2.5-3
- . ~m:::s ~i:tt ::O~~GI~r7s":=~~IC MAP OF IlLI..,IS, C. P. 8. ICING AND H.8. BECkMAN 1974, GEOLOGIC MAP OF THE UNITED srATES. UNITED STATES GEOLOGICAL REGIONAL BEDROCK GEOLOGY MAP SURVE....
B' SCAL£ 0' "'La's o 10 to 10 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT ~ J. REFER TO FIGURE 2.5-7 FOR lOCATION OF FIGURE 2.5-4 REGIONAL GEOLOGIC CROSS SECTION.
- 2. MODIFIED FROM: GROUNDWATER GEOLOGY IN EAST CENTRAL ILLINOIS BY l.F. SELKREGG AND J. P.
KEMPTON *. llLiNOIS STATE GEOLOGICAL SURVEY REGIONAL GEOLOGIC CROSS SECTIONS CIRCUlA R 248, 1958.
SOIL TIME STRATIGRAPHY ROCK STRATIGRAPHY STRATIGRAPHY 2",
...Ii Ravinio Modern Soil
. ..~
Sand M. v'"
"'0 c:
91-Oen c Wavlce,on M. co Lake Fo,.s' , 0 E c: ; ; 0 o? c ...,. X o? 0 Go ;;
~ Winnetka II. ~
... u VAL DE RAN lIE Shebo,oan M. % 0 c:
0 0 SUBSTAGE :.0 c c: Wilmette B.
~
'"0 TWOCREEKAN SUBSTAGE 0
..I 0
..I South Hoven M u
~
0 0 Go 0
.; 0
..I Go I-0
..I c:
WoOwo,th T.M. E S 0 en 0
~ ...Ii Haeoe, T.M.
.. a: Yo,kville T.M*
~
WOODFORDIAN c Molden T.M. Snid., T.M. 0 2 SUBSTAGE Go
.,~ Tiskilwa T.M. ao'.,'.wn T. M.
E "ut., Soil O.lavan T.M. lIE c: Morton Lee Cen,e, T.M. Glenbu,n T.M.
~ 0 2 c: c:
I ~ en Loe.1 Esmond T.M. OOklond T.M. .! ! en '" '"- 0 I CO FARMDALIAN Peddico,d Fm. 0'0 oo!: F.,mdole Soil I- 2 Ro~eift EO :: en II: SUBSTAGE Sill ~ .. OU EO en '" V
=Ueadow ~ Cap,on T.M.
- e ~lIE
)- en en 0 o *
~
ALTONIAN in too ... M. 0 co Plano Sill M. 0 ii "--! Ple.I.'U
~ Mt~:::u,J~ :"!
1&1 SUBSTAGE 41 o ~ eo Gro ... SOil 20 e A'o,le T.M. .. u )- 2 ; Morkh.m .5 :E CIIo,in Soil II: 1&1 G: Sill M ~ L . - L...--
-[8 .
2 V 0 SANGAMON IAN a.", Cia, M.mll., Son9.,"on Soil STAGE
...E II: l-en Rodno, T.M. S,.,linO T.M.
1&1 I- JUBILEEAN 2 SUBSTAGE :: Toulon M. Win,niw T.M. HOOo'I'own M.
~
"'1&1 .., .~; ! Roll, Sill M.
..I -0
...E
- )
0", MONICAN c: c 0 Q. o .. II> 0 HulickT.M. OoleT.M. Vandalia T.M.
~I- SUBSTAGE \;
..len ... Duncan Mills M* Mulll.", G,_ M
-..I LIMAN SUBSTAGE ~
0 II Ptt.,,- bu" Sill Kelle,vill. T.M. Smill,'a.o T.M.
- 0 Pike Sail 0......-
YARMOUTHIAN Yo"nouth Soil STAGE ...Ii Lie,'e Cia, Memll.,
- .c Tilton T.M.
Hille" T.M. Morkn... Silt M. KANSAN e Ho,mollon T.M. 0 STAGE aeloium M. Moha .. e' S::::'l.. SandM. H.oe **, T.M. AFTONIAN Afton Soil I STAGE NEBRASKAN Maund. G,av.,
£ftion Fa,molian"\ G,ove' G,ave' STAGE 'm.- FO,tnOhon M.- ... mo., T....
- T,U Memb.r B.* aed ....
REFERENCE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-5 STRATIGRAPHIC COLUMN OF THE PLEISTOCENE DEPOSITS OF ILLINOIS
EXPl.ANATION
~ Allis II present VOlley
,.L.,- Allis II bedrock volley I Prftent river volley
"".._~ /I. - and bedrock valley (if cnsent I rClU9h1y conform o 10 20 30 40 MILES CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-6
!!.!!I MODIFIEO fROH. GlACIAL ORIFT IN ILLIt;OIS, TlHCKNESS BEDROCK VALLEY MAP OF ILLINOIS ANO CHARACTER. ILLINOIS STATE GEOLOGICAL SURVEY CIRCULAR 490, URBANA, 1$71.
--~ r\
) I.. i* 1\It o CLINT 0 N POWER STA TlO N UPDATED SAFETY ANALYSIS REPORT
!!!mJ.. FIGURE 2.5-7
- t. SEE FIGURE 2.5-4 FOR REGIONAL GEOLOGIC CROSS SECT lOllS.
I. IODIFI£D FROM, S£LICREGG, L.F. AND J.P. KEMPTON, MAHO~1ET BEDROCK VALLEY AND GROUNDWATER IN EAST CENTRAL ILLINOIS. ILLINOIS STAn GEOLOGICAL SURVEY CIRCULAR 2"S. 1958. ITS TRIBUTARIES
01 [04(\.01 tAU'" synOt UtKWSI'lfO 'Aw:n
'IIn"uu OIItU..U. lO(.AUl£,D U'\'\"
AtfTICllllA\. AXIS SYNClINll .ttl AIlS a, DYEIfURMU AlITICLINe
£LOHGAt£. tlO$£U (0",.($1£0 .,.,lClIM' STlWClUIt[ "'M1tMtRS CLINTON POWER STATION
!!2ll!t UPDATED SAFETY ANALYSIS REPORT " STRUCTURE CONTOUR LINES ARE CONSTRUCTED ON TIlE TOPS 3. FOLDED STRUCTURES IN THE REGIONAL AREA ..ILU OF DIFFERENT LITHOLOGIC UNITS IN DIFFER[NT LOCALITIES, THE NIIMES AND BOUNDAR I ES OF TIlESE CONTOURED UN ITS ARt: DELlNEIlTED BY DOTTED LIliES ON THE IIIIP, ARE SHOWN IN MORE DETAIL ON FIGURE 2.5-9. FAULTED STRUCTURES IN THE REGIONAL AREA ARE SHOWN IN MORE DETAIL ON FIGURE 2.5-10:
? 0 25 50 15
=.Qd~!c:::::I'~!I::::='
100 FIGURE 2.5-8 COHTOLR INTER""L - 1100 AND 1000 FEET Z, NlOIFIEO FROM: UNIT£O STATES GEOLOGICAl. SURVEY AND THE AI1£RICANASSOCIATlOII Of 'PETROLEUI1 G[OlOGIST.!, 1,6Z, TECTONIC ~IAP OF THE UHITED STATES,.AND ILLiNOIS :i1ATE REGIONAL TECTONIC MAP
~or.f~a,w::g~~~'l[~~~ 491,PLUM RIVER FAULT
1I WISCONSIN MICHIGAN
--r-----
I I
\,
I I U 2 U KENTUCKY
'~
(
,i r-"\.------------ - - -
- - - - - - - - - - - - ___ \ nf-':'--- ____I
, f LEGEND
+
+
ANTICLINE (-.I SYNCLINE DATA AU IUMMAltiZED IN TMU 1.1*1. COMptLED fROM: A. UNITED STATES GEOLOGICAL SURVEY ANO litE AHERIC'. ASSOCIATION or PETROLEUM GEOLOGISTS, 1'62, TECTONIC 11A' Of litE UN ITEO STATES,
- t. ~U~~\lt~etl, T,II"I115, C~I"T'" F~AA IT~'fT 01.11 MILES C. ILLINOIS GEOlOGICAL SUltVn, 1~7, GEOLOGIC 11A, or ILLINOIS U 0 U ~ lS 100 D. ClEGG, K, E.. 1%5, SUiSUltfACE GEOLOGY AND COAl R£SOURCES Of 'E':S:::S::~~!!!I==::2iiiiiiiiiiiC::=:='
TH£ ntHOSnVANIAN SYST£H IN CLARK ANO EDGAR COUNTIES, ILLINO IS ILLINOIS STAn GEOLOGICAL SURvEY CIRCULAR )80.
- l. MeCUUEN. H.H., 1971, STRUCTUltAL fEATUl\ES Of HISSOIMII; HISSOUltI GEOUIGICAl SUltVn, REPORT Of INVESTIGATIONS _ER~'
f, Meet.IS, L.D .. ANO .RADaUltY, V.C .. I'~, AEROI1AGNETIC STOO. Of CLINT 0 N POWER STATION THE HMDIM c_n IoIIEA, ILLINOIS, ILLINOIS STAn GEOLOGICAL SURvn CIRCULIoII )6). UPDATED SAFETY ANALYSIS REPORT __.'tA, *.*. '.M, "....
. . =:
A.- 8tI8C8ACM, T.e.* IltV** FAUlT IG1II Of'
~,,.. . ILl.t........1.. . . . . ITATa . . . . .C... I.wY . . . . . . AIt ....
:*~1i'A':ft':=-f:.~tO*.1"~ot~-:~t*~w~~ J:o*.TO~'" . FIGURE 2.5-9
....Tt. .TtotIl.
- t. TReWD~'( ,J,C>,,1161. ST~UC:{IIRAl fEAW~6\o '" tlA.IIlO1 ** IU.I"~'~ STATe IIotOI.D.IC~~ SU\f.~6Y CItr.W~ ~...
MAJOR FOLDS
WISCONSIN MICHIGAN l 1 IOWA
- --1-----.--
1
.1
\
MISSOURI LEGEND' _T_WtI "T-- ...
** 111 lill,. ----------- -- ------
I. s.tttUCTt,mAl "'MfS IN PAA(t:THtSES AIitE ASSI".£O IY O'Ml~' MDOU
- 2. OJ.'HROwN StOE MOl ~WtfI raft All tttOlv,Ot.lAl
'~ULTS IN fAULT SYSTEMS.
J. rOf1rll£D rAN1: A. O'HUO 5011'.1(5. G((Il.OCU'Al ""'VEY A"tO fM£ AMOI(A .. A\WCI'TIO~ ul" l'rTROlrUH crOlOCt'JfS. "62. TECTONIC NP or tltt: U,;IUtl STUtS.
- t. lH~"'($.r.T ** '957. Jli'U$:;I(O rR[-{-,"_"" or
- lINIVfIl:Sltl' or wtSCO-"SltII AND WISCONSIN C.
WISCONSI~ {,lOlOGlCA' Sl,. ilLINOIS STATE GtolOGOCOl SUR.EY. 1961.G[OlOCIC
~p or tllW("$.
O. 'U~CH8ACH.l.C.. 0 Go.£. HtIM. 1972. H(lIf4INUr CEOlOGIC 'tt'llSl'Ultof!S {H "oe .. Tlthtl(t St1{S FO" flOOD AND f>OlluTIOt, CO""'RIJI. I~ Tu[ f'ifl(ATr" fHlrArO
** ",,: 'lL 'tKlI' SEO\.OGICN.. sua",,'f .... "ylJ:.Qht1["tAl G(OlOG' NOTCS NO. 52 *** 16.
- t. (.R([,N. O.A *. t~$7. t"C"TON 'ST1tUCtlltU. 1'4 OH1O.
4'. l1li.'. tNOtANA AND MOr.1H[tlfl IlllNO IS: flUU(fI~ &H(kIC"" ASSOCIATlCN or rUOOl£UM G(OlOG'~TS *** r. p.".
(KCiROUND flAttAIAl5 aMQ rAOC[fOIUGS Of SYMm\IUt1.
ON rUTURE PUROlCU" POllN"Ol or *.*. C. O£G"'N " MILES IllINOIS STt.T[ (.CO,O"CI.l \uo.n. 'UIIIOI$ 25 0 25 50 15 100 rlTOOllUM '5 **0 , . ...... Go HUL *** V.. IT.OC. ,,.S ** "'OIlAL nOUCT""[ Dr _u_._. 114[ SOUTM[A~T HI~iQUR' ONO IlLl."-Kr.,uc<Y Ie HIN(It", GIST<<leTS. IINIUO nATCS 'NlOCI'Ol SURvEY lLOlLCT IN 1102-1.'
.... ....--..... , ...... _ _ _ .-...cAL AU . . . . . . .
** IIT.... -"I-Uf**
- ""=-~'i':. 1I._:~t=.=::::...~
*. .... .. CLINTON POWER STATION I.
KIIftY. CIIICULAI 411.
=~.-y.""":;' ~~:-=**~~~
tL.D..~=~ Ta:toIllCII Me ..... UPDATED SAFETY ANALYSIS REPORT K. otTIWH,M.".,'4l'.,GLltlt'tJ ff~ A1TUHI"4eMT 171.'" L. "tlWt4.H.£ ** I~'I.(!,e""I"1 F'ec.O W'~lJl\l"'e+n~" Inoue G60JtI,.,. ............tI GO_Ie,... ~"o N~tuAA~
""1 ' ~u\(\'~'/. FIGURE 2.5-10 4.. O~"J.. AU SII>1~.te. '" Yj>,8I.f. 2,!;-Z MAJOR FAULTS
-H-RSE R4E RrE 500 ReE R.E I 1
------t~
T I I* I T 23 N LEGEND NOTE
-100- Structure contours on top of Glenwood Formation I. Modified from Kolata D. R.
and Buschbach T. C., o 2 3 4 5
--1 00 -- Structure con tours on top of Glenwood Forma Plum River Fault ZOne of Nor I ,,'
tion. inferred thwestern Illin ois ,
--- --- - Top of Glenwood For Illin ois State Geological Survey Scale in Mile .
mation eroded Circular 491,1916.
- 2. The location of this area with
- - - - State Line respect to the regional area is shown on Figure 2.5 -9.
- - - Township Lines
- -- County Lines i Trace of Fault Downthrust Side CL INT 0 N POWER ST AT IO N 0., _UPDATED SAF ETY ANA LYS IS REP ORT FIGURE 2.5-11 PLUM RIVER FAULT ZONE AND ASSOCIATE STRUCTURES IN ILLINOIS D
CLINTON POWER STATION LEGEND* UPDATED SAFETY ANALYSIS REPORT
--",--, IOUGUEA GRAVITY CONTOUR
( (CONTOUR INTERVAl 10 MILLIGALS) FIGURE 2.5-12
!!2!l:
eASE HAP FROM, WOOLAAD, ("P, AND JOESTING, H,A" 1964, BOUGUER GRAVITY ANOMALY MAP OF THE UNITED REGIONAL BOUGUER GRAVITY ANOMALY MAP S fA TES: AMEA I CAN GEOPHYS I CAL UN ION AND UN I TEO STATES GEOLOGICAL SURVEY,
j I I= rr--- Magnetic contour lines. Interval 100 gammas, KEY
.~o I
-;;;;;;;;;;iiiii£::- Z r I
01 0 20 30 40
, "I Sco le In Miles
. CL INT ON P,OWER ST AT ION MODIFIED FROM: McGINNIS, .~ UPDATED SAF ETY ANA LYS IS REP ORT L, D., Alii) HEIG OLD ,P.C. , REGI MAGNETIC INTENSITY IN ILUN OIS ,ILL INO IS SUT E GEOLOGIC ONAL MAPS OF VERTICAL AL SURVEY CIRCULAR lI24 . ,** ,.
FI GURE 2.5-13
. REGIONAL VERTICAL MAGNETIC ANOMA LIES
-.a----- * - _.- - -t--
I I I'll I
/1
; ~~I"""""~* ~, -...
. ~
';1 i20
,1
. BORRow1 AREA K I r.: FIG. ~:5-.J5.J I C......J~::::;;;:=~__~""'--.~__-r-------- , ','
11 12 IILllNOIS 1-J
=- ---fm---
I
"~'~'-r
.. ILlI o I
--==--==---=---
CONTOUR INTERVAL IOFEET LEGENO, E.- _IICG LOCATIOII CLINTON POWER STATION E-E' SUlSUIt'ACE SECTION LOCATION UPDATED SAFETY ANALYSIS REPORT !U!!.
- 1. REFER TO FIGURES 2.~*278 THROUGH SU8SURFACE SECTIONS.
2.~* 280 FOR FIGURE 2.5-14
- 2. REFER TO FIGURES 2,~80. 2.5*83, 2.11*96, 4NO 2.5.1411 THROUGH 2.5.1111 FOR LOGS OF BORINGS.
J. lASE "", ItlOIf"I£O rllO", HA~OA, Ill1HOIS IS "iHIlT( SITE VICINITY MAP QUAORMICl£ (I: 625001 UIC I TEO S TUES 'EOLO' leAL S,,"VET. I'S7.
MILES o
- I" 16 24 32 1
_AtHIe: .IDGt:S I LAKE.EO $£011<<1", _ tc[-C:OHTAC;T STMTWI[D _ , 1;;;;- ~;:t AUUYtAT[O VA~~£YS ANO OUTWASH .....,NS CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT I ~ GIIOUHO "OIIOoIH[
--2S- FI GU RE 2 5-15 1
- - A~OXU.AT£ THtCKfrt£SS Of lO£$S fS t 4 FOOt' CONTOUItI SURFICIAL GEOLOGY MAP IIOOIFIEO FROM. THORNIURN T1H, SUA'ACE DEPOSITS OF ILLIIIIIS, UNIVERSITY OF ILLINOIS ENGINEERi", EXPERIMENT STATIOII, etlllt.
~ EII~. ~TU"I~.1/1(1, MtGKAIj(~,. ~(e~ !I.
;( -' / , .' ..~ I' i'~-"'/ i' .~ ...:.'> .-.-. -.. '. .
(, .'~' ,;;~.. ': *l~~ .
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f) 3 ."" ,"" *..
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('~ ::(~~, *"~-.~' ~l o~_'~~~"~'~~ _~L __-.. .-,-
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._~~:t~~~tf NOTES:
~~II_~~~_~~ -~4JlLitc,~,:~ .~a I. REFER' TO FIGURES 2.5-19 THROUGH 2.5-73 AND FIGURES 2.5*162
~ ~ ,,-::+-. ~~i-0~.*r;/"
.;'-_4 THROUGH 2.5-242 FOR LOGS OF BORI ....
~.: /£.~'.t;;.:~. 2. REFER TO FIGURE2~5-284 FOR
.. ~,-TIMATe. .. e.~T ~Hjl\
,. ~,!~{;.'f.:) ~~7" r~ ___ J.~".. .UBSURFACE SECTIONS J-J' AND K-K~
o-Ou. (;~_s.o
.;. ............-s ......~ .-' -.. "!' ....... ~
. ;:\.
- .:'IF.~;;~
0: ... ,> . LEGENOi
*I .A LOCATION OF BORINGS THAT EXTEND Y TO BED"ROCK I
... IOA1NG*lOtATION
+....., .
I~j
'+A**
~:
r --,
.... ;.~: ".,;
" _, f
+.0*.- ~II-~ (P) INDICATES 'IEJOMETER INSTALLATION r::::J
. '1
"_'c. INDICATES ALL ~ATEGORY , STRUCTURES M1-1t1+
" ...... SUBSURFACE SECTION LOCATION
'. '. i
+AN-" -+A.-II +...-,. +AN-II tN-. ~.., +..-.
./
".... CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT NOTE:
I,
, FI GURE 2.5-16 UNIT 2 HAS BEEN CANCELLEO./
PLOT PLAN - ULTIMATE HEAT SINK
--;~-~-::<<:r2:<~
cf" ".v~,.1"'.)\'-
;(..
~ ~ ,)
..*.."\.;:;,.,~.~, **.. '~,f;;-"'~.~<"
I " .*
-';':.""",.~.. :"--1~~...""";;;;~~"'+~";""""::'-' "":'"-t,,;c. . ."~;..J.: ,..,-****-:k~~
I. ' _I.
- L _ __
+ .--------
LOCAT. - - --
- NIVATE ""Tn wu.
,... ELEVATION OF lOP Of' .-ca
- _ _ COIt'lOUll 011 lOP OF IlDMICl ,.,aa COIt'lOUll IIITPIVAL 25 nIT
-CLINTO N POWER STATION
!!!I-UPDATED SAFETY ANALYSIS REPORT I. QUAOIIA"'LE (1. suaVE\'. 1'51.
'2.
IASE ...P MODIFIED FJIOM, IWIOA, ILUIII'S '5 NI_ 500), UIIITED STATU GEOlOC 1eM.
- 2. sn FIGUIIE 2.5-282 FOIl ' ...AllGD V'EW Of' I0Il1_
'II PLAIIT MlA.
FIGURE 2.5-17 J. IlDllOCIC COIfTOUIIS AWf'TE" f~Io('SEOLOCICAL SISNlflCACI Of 1M( ;UYlll "'(lOS '" THl DlWITT*MtUAII COWJY MU. CONTOURS ON BEDROCK SURFACE ILL'III'S IV p.C. H[lSOLD, L.O. MtS'_1S AlII II.H. 1IOIMIIe,
'LL 'III'S STAll SDlKICAL SUIIVE\' C'"CULM JM ** _ .
wnM ,..'FlCAT*" ,... . .1DtIL1 MTA. SITE VICINITY
STRATIGRAPHIC UNITS STRATIGRAPHIC DESCRIPTION TIME STRATIGRAPHY UPLAND VALLEY APPROXIMATE STRATIGRAPHIC UNIT TlHCKNESS* GENERAL DESCRIPTION cahok~ Holocene Stage Peyton Cahokia Alluvium 0-35 ft. Alluvium and silty clay (CL,SM or ML) Colluvium Peyton Colluvium 0-10 ft.
~--i Alluvium Richland Loess 0-10 ft. Loess, clayey silt (ML or CL), may be leached, soft.
QJ IL- _ _ _ _ _ _ Ill) to Valderan Substage .. - Henry Formation 0-35 ft. Stratified sand and gravel (SP, GP, SM).
.j..I VI Richland Loess Twocreekan Substage 1----------
Till, clayey sandy silt till (ML or CL), stiff to
-=to III ~ Henry Wedron Formation 20-55 ft. very stiff, with lenses of stratified sand, 6 QJ oM Woodfordian Formation gravel, or silt.
oM III +oJ III QJ -= 0 Substage Wedron Formation VI VI 0 III Robein Silt 0-2 ft. Silt (ML or CL), black or dark brown, massive, soft. QJ oM Farmdalian Substage Robein Silt
,... ~ ~
to 0 QJ weathered Silt and silty clay (ML or CL), weathered, soft;
,...-= 0
.j..I Altonian Substage 1-.- - -:- - - - - - - - - Glasford 10-15 ft. and till (ML or CL), weathered, soft with lenses QJ
.j..I oM III Formation of sand or silt; black, dark brown, green . to QJ Sangamonian Stage
=' .-I 0' 0.. weathered Glasford Formation unaltered Till, gray sandy silt (ML or SM), hard. Upper part Illinoian Stage ----- - - -- Glasford 90-14D +f-t. may contain lenses of stratified sand, silt, or unaltered Formation gravel.
Glasford r'ormation Yarmouthian Stage Complex sequence, variably consisting of glacio-Kansan Stage Banner Formation Banner Formation 25-105 ft. lactustrine silt (ML or CL), hard; clay till Unconformity (Mr.), hard; may be undelain by very dense sand (Mahomet Bond Formation Sand Member), O-140ft. thick. McLeansboro Group Pennsyl vanian , Modesto Formation McLeansboro Not Alternating beds*of shale, siltstone, limestone, System Group and Completely and coal bedrock. Kewanee Group Carbondale Formation Kewanee Group Penetrated NOTES:
- 1. The stratigraphic units are discussed in detail in subsection 2.5.1.2 7. The Holocene Stage is represented by a significant period of weathering and and Attachment C2.5. development of agricultural soil profiles.
- 2. Figure 2.5-274 shows a comparison of stratigraphic nomenclature used in the FSAR, PSAR, and boring logs. 8. Vertical scale does not represent either relative thickness of stratigraphic units or relative duration of time,interval.
- 3. Excavations for the Clinton Power Station did not extend below the unaltered Glasford Formation. 9. Standard Unified Soil Classification symbols are used.
- 4. Borings for the Clinton Power Station did not extend below rocks of 10. Locally, the Peyton Colluvium rests directly on Glasford Formation.
the Carbondale Formation. ,.,t.
- CLlrQTON POWER ~TAT'ON
- 5. Illinoian-age till of the Glasford Formation was subjected to a significant "'. UPDATED SAFETY ANALYSIS R.E.PORT period of weathering during the Sangamonian Stage and Altonian Substage.
- 6. Deposits of Cahokia Alluvium and Henry Formation were not differentiated; *Based on data from excavations and boring logs. FIGURE 2.5-18 reported approximate thicknesses of each unit represents a combined thickness for both deposits. The Cahokia Alluvium is Holocene and quite possibly, in SITE STRATIGRAPHIC COLUMN part, Valderan/Twocreekan in age; the Henry Formation is Woodfordian (probably early) in age. The Wedron Formation is probably early Woodfordian.
LABORATORY TEST DATA
~~ffi 0'" ATTERBERG LIMITS ,.. l:! BORING P-I
~~i ,...!::- ~
.... 0..'"
_ a:G;I
'LAST! G P\,.ASTlCln LIMIT Yo INDEX Yo a:'"
oz .. l!l
... al3 SURFACE' E~EVA'F"OfI 615.9 680 ~~
C)~ iil ~ SYMBOLS DESCRIPTIONS ISOO 4 .I;~ML .eLACMk~ie\m~RW~WO~~m) OF SAND AND 670 ~--4----4----~---+----~---4-----+ 23.3 102 I II .""#: t----.... Top ef Self Cr.1Ik Alluvium MOTTLED BSOWN AND GRAY SANDY S I LT WI TH CLAY SA 14 III :l. '"~: GP'-
- I S'p (SOFT)
BROWN GRAVELLY FINE TO COARS E SAND (MEDIUM DENSE)
!"""'"-- Tep ef lliineian Glacial Till 660 131 23 II GRAY G~keW (~tk~ ~+WF~AND AND OCCAS 10NAl 4soo ... 72 101 GRADES TO HARD
"~ I( 650 4S00 ... 8.S 137 120'6" II 4soo ... 12~' 101
~ 4SOo ... 9.7 15015' II ...... 640 131 ML 4S00 ... 132 101 ~ S" SEAM OF GRAVEL
(::) 4s00 ... 7.9 136 10<Y6' II
~ 630
~ 4500 ... 56 Ii
~
~ 620 4500 ... 8.7 137 47 II 4500 ... 34 101 MA 4S00+ 9.6 55 II 6/0 4500+ 46 II 4500 ... 7.8 139 136 I 600 4500 ... 69 ~
- BOR ING COMPLETED AT 79.5 FEET ON 6- 26-72 CASING USED TO A DEPTH OF 6.0 FEET PIEZOMETER INSTALLED ON 6-26-72 PIEZOMETER TIP PLACED AT ELEVATION 609.9. PEA GRAVEL WAS PLACED FROM ELEVATION 596.4 TO ABOVE THE TIP; A BENTON ITE SEAL; AND CEMENT GROUT TO ELEVATION 675.9.
PIEZOMETER INSTALLED ON 6-26-72 BOR I NG P-1B WAS DR I lLED ADJACENT TO P-1A. AND THE PIEZOMETER TIP WAS PLACED AT ELEVATION 665.9. WATER LEVEL READ INGS DEPTH BELOW GROUND SURFACE IN FEET TIP ELEVATION 609.9 TIP ELEVATION 665.9 DATE 1.9 2.9 8-3-72 1.8 3.1 8-15-72 2.5 3.8 8-6-72 REFER TO FIGURE 2.4-36 FOR WATER LEVEL OBSERVATIONS. FIGURE 2.5-19 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-1
LABORATORY TEST DATA BORING P-3 SURFACE ELEVATION 7315,15 SYMBOLS, DESCRIPTIONS LIGHT BROWN ORGANIC CLAYEY STLf :~~'.'TOPSOI.ll 730 ~--+---~----+----+--~~---+ 28004---~----~ II III
~ 3ROWN CLAYEY SILT WITH TRACE OF URGANICS'ANn'
_ - . . . __ FINE ROOTS MEDIUM STIFF TO STI ')lLOESS) IT~!.. of lIIisconsinon Glociol Till 4500+ 28 II ML BRO~ML:~6\~m ~~T~I~~MM~~c iM~~~SE GRADES TO HARD WITH LESS COARSE SAND ANP M:lRE FINE SANO 720 79 Ii I- BASE OF WEATHERED ZONE AT 16.0 FEET GRAY VERY SILTY FINE SAND (VERY DENSE) (GLACIAL OUTWASH) 62 Ii SM 7/0 GRAY FINE TO MEDIUM SAND (DENSE) "~ 4 1 l i t m E GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND (HARD)(TILL) I( 4500+ 881i~ 700 4500+ 24 III GRAY CLAYEY SILT WITH TRACE OF FINE SANO (VERY ST I FF)
~ 4500+ 25 Ii ML E
~ 690 4500+ 26 III _ _oiHT",,,,'P of 'f:f:r~S,a~}~~ t~~E OF ORGANICS i::: 13 ~ CLAYEY SILT (STIFF) § Ii DARK GRAY SILTY CLAY WITH SOME FINE TO COARSE ~ CL SAND AND FINE SAND POCKETS (VERY STIFF) ~ 680 4400 24 II Top of illinoian Glacial Till GRAY FINE SANDY SILT WITH TRACE OF MEDIUM TO 71 III ML COARSE SAND (HARD) 670 14 III SM GRADES TO STIFF WITH M:lRE SILT f--:-.:.:- 4500+ 65 III i--'-'-=- DARK GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND AND TRACE OF FINE GRAVEL (HARD) F': SP GRAY FINE TO MEDIUM SAND WITH LITTLE SILT 660 (VERY DENSE) (GLACIAL OUTWASH) 4500+ :~ :II~ GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND AND OCCAS IONAL GRAVEL (HARD) (TILL) g~R ~~~4:~~PLETED AT 80,0 FEET 650 CAS I NG USED TO " DEPTH OF 7,0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATIO N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-20 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-3
LABORATORY TEST DATA
~~ffi 0'" ATTERBERG LIMITS SHEAR STRENGTH w ....
O::z
,. l:! BORING...E-4,
=>", )oo~_
~
~~i
",,,, cci:~~~~~ON ~:::~~~~Tt" ~~ ... o::cnu m:t at!
Pl..ASTIel SURFACE ELEVATION 735.3
... oz ...
~LASTIC 1d1:t LIMIT INDU 740 o::...J m~ til::, 00
- Ii<) '"0
'" ~~
() ~ Qt~ SYIIIBOLS DESCRIPTIONS 6 Ii I'MI LI9 i,' 1~~ CLAYEYSiLf WITH ORGANICS - 730 10 Ii BRG
... I.N
- [ r:LLT WITH TRACE OF ORGANICS AND S (MEDIUM STIFF}(WEATHERED LOESS) i-o-ii'- . 'or. FrlLT WITH TRACE OF FINE TO MEDIUM 7 III Top;;/ Wiscof/sif/tlf/ Gltlcitll Till f-:-:-:-- BROWN CLAYEY S IL T WITR SOME SAND AND 720 4500+ 24 II I ~.;::; GRAVEL
~ GRATvmEsft~~1 SILT WITH TRACE OF CLAY 4500+ 27 II ML GRAh~~¢YnIU~T WITH SOME FINE TO COARSE SAND BASE OF WEATHERED ZONE AT 12.0 FEET 710 56 III GRAY FINE TO COARSE SAND WITH TRACE OF SILT (DENSE TO VERY DENSE)
I-.. GRAY CLAYEY SILT WITH TRACE OF FINE TO MEDIUM ~ I( 84 Ii SAND (HARD) GRATv~~~EDI~s~~DIUM SANO WITH TRACE OF SILT 700 4500+ 68 Ii GRAh~bA(~XRB\LT WITH TRACE OF FINE TO COARSE Top of Infllrgltlcitll ZOf/1I ~ ..... 2900 10 II ML GRAtsH~~JY SILT WI TH TRACE OF FINE SAND 690 2200 1511~ GRAY AND GREEN SILTY CLAY WITH SOME FINE TO COARSE SAND AND OCCAS 10NAL GRAVEL MEDIUM ~ ST IFF) Top of Illif/oitln Gltlcltll Till i::: 4500+ 136 Ii GRAY FINE VERY SA~DY SILT AND SILTY SAND WITH § TRACE OF CLAY (HARD ~ 680 1 - - + - - 1 i - - + - - I_ _t-_-1~42!SI0!l!0~++-_-4_ _.J1t:J<N'6' 1i ML i4j SM 4500+ 34 Ii 670 19 1i GRADES TO VERY STIFF WITH MORE SILT BR01hrleHEY SILT WITH TRACE OF ORGANICS 28 1i GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND (HARD) 660 137 Ii ML 4500+ BOR ING COMPLETED AT 80.0 FEET ON 5-24-72 650 CAS I NG USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-21 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-4
LABORATORY TEST DATA (l)Sffi t;~i
~~~ ~ BORINe P-5 a
~
iii
",oJ 690 "' ~ SURFACE ELEVATION 680B
~~
<:)~
iii ~ SYMBOLS DESCRIPTIONS 680 10 \I I DARK BROWN AND B_AcK-mvrv $ WITH FINE _'--I'-IT'/Of'A SOAJ~~Il.. AI'! ROC TS - JPSO (STIFF) 3000 II Ii SL BRO:: f:t'G~~~*~I~'({V~~:!r WITH SOME FINE SAND 670 3 a LIG~~T~::~ (SOFT) CLAYEY SILT WITH SfAMS OF SAND
- I O.L BRO~~d~~ ~Mh9LAYEY SILT WITH FINE SAND AND 600 2 II ,: I ML S GRAY FINE TO COARSE SAND WI TH SOME GRAVEL
....... 660 67 Ii
~ (VERY DENSE)
Top of IIlinoitln Gltlcitll Till ~ li: 4500+ 96 Ii GRAIH~~~jEY SILT WITH SAND AND SOME GRAVEL ~ 650 4500+ 170 Ii 4500+ 14S'1I" Ii ~ 640 4500+ 100-5' Ii i:::: ML § 4500+ 13319" \I "-I ~ 630 4500+ 138111' Ii 4500+ 156 Ii OCCAS 10NAL SAND LENSES 620 4500+ 110 \I 4500+ 9411 4500+ looS'li 6/0 4500+ 188 Ii 600 4500+ 17O"J' iii BORING COMPLETED AT 80.0 FEET ON 6-26-72 . CAS I NG USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED. I~ ~C_L~I~N_T_O_N~_P_O_W_E_R UPDATED SAFETY __S_T_A_T__IO__ A~ALYSIS REPORT N__~~f FIGURE 2.5-22 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-5
LABORATORY TEST DATA I:! BORING P-6
.. ~
atl SlIRFACE ELEVATION 738.1 1;;~u oz'" !i:~
'"o I:)~
it! ~ SYMBOLS DESCRIPTIONS 8 II ~ BROWN CLAYEY SILT WITH ORGANICS - (12" TOPSOil) IUU-2400 BRO~Ml~dHSSII;jtDfMHstm~ (!lfEA~~%%C10WS) 500 20.8 106 4 II ML Top of Wisconsinan Glocilll Till 730r--+---+---+---r--+---4---~--~--4 BROWN CLAYEY S IL T AND FINE TO COARSE SAND 1725 1600 15.9 118 7 II SM (SOFT TO MEDIUM STIFF)
~ GRADES WITH LESS SAND 12.5 119 3011 SP BROWN FINE TO COARSE SAND (MEDIUM OENSt) 720r--+---+---+---r--+---4---~--~--4 I ML GRADES WITH THIN SEAMS OF CLAYEY SILT BASE OF WEATHERED ZONE AT 15.0 FEET 78 II GRA~A~bA(A1JILT WITH LITTLE FINE TO COARSE OCCAS 10NAL FINE SAND SEAM 7900 4500+ 12.7 126 21 II GRADES VERY ST IFF 71'0 r--t----t---t--+---l----I----+----ll---I ML 3500 17 II GRADES WITH MORE CLAY 1575 2000 15.7 116 9 II GRADES ST I FF 6" SAND SEAM.
700r--t----t---t---+---lr---+---+----1---I i--- Top of Interglllc/111 Zon" 10 ~ ML lARK GRAY CLAYEY SILT (MEDIUM STIFF) 1225 130'0 17.8 112 6 II ~ ~MWN CLAYEY SILT WITH SOME FINE TO COARSE
~ SAND (MEDIUM STIFF) 690r--+---t---t---+---l----lr---1----lr-~ Top of*/Ilinoilln Glllcilll TIll 5011 GRAY FINE SANDY SILT WITH SOME MEDIUM TO COARSE ML SAND (HARD) .
4500+ 8.2 136 65 II GRADES WITH TRACE OF FINE GRAVEL 680r--+---t---+---lr--t----t----t----t-~ SM 180'11' g GRADES WITH MORE SILT J..... 15" FINE TO MEDIUM SAND LAYER ~ 8.0 126 167/11' II ~ 670'r--+---t---1---r--+---+---+--~--1 38 II t---
- c:
GRAY CLAYEY S IL T WITH SOME FINE TO COARSE SAND AND OCCAS 10NAL GRAVEL (HARD) 4500+ 9.7 127 66 II ~ 660 4500+ mn::J' II ~ GRADES WITH MORE FINE SAND ~ 15,OOC 6,000 4500+ 6.6 143 18!t1l" II ~ 650r--+--~--1---r--+---+---+--~--4 ~ ~~ ML GRADES WITH LESS FINE SAND 4500+ 5CY3" II 640~--t---~--~---r---r----~--4----+--~3~6'~ 11016" \I 630r--t----t----t---+---lr---1----+----1---I 7516" III 4500+ 4.2 143 lO5Ig' II 620r--t----+--t---+---lr---1----+----1---I 130 III BORING COMPLETED AT 120.0 FEET ON 5-23-72 CAS ING USED TO A DEPTH OF 5.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.5-23 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-6 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
~ ,
LABORATORY TEST DATA
"*R
~ BORING P-7
=t:
'i.'Ii IITS'"
a - cu" AD CTO" .. r.TU __ .... 1-I'~ f~ii O::z '~'\ii
"' 'SURFACE 'ELEVATION"737;'5"~
PLASTIC J:~~ ~~'i"" IUNCONFINEDI ...' " .... I-I-tf !,j cA"<CITY LIM'T !!!z aI) ~ 71J f.lJ IN~" 00 740 iaJ~ r.J~ :EO ~
~~ SYMBOLS DESCRIPTIONS 2600
"'0" '" SIL,TY CL I[:.(}l~~~ "" "'"
CLAY
"" """ '"0 C,STIFF)
"oon (WEATHERED LOESS 730 11.0 118 6 I ~ , AND BROWN FINE
. fl~g~tI~ ILT Till (LOOSE) 1700 11.5 120 10 II L LIGHT O~OWN SANDY CLAY WITH SILT AND SOME 4500 C ~~~~~~IfJ.tkF~~SE OF WEATHERED ZONE AT 12.5 I GRAY CLAYEY SI~T WITH SAND AND SOME GRAVEL 720 19 II (VERY .ST I FF LAYER OF REDDISH-BROWN FINE SAND WITH 31 \I LSfyME'k ~RrB)~WN S I L TY CLAY WI TH SOME 4500+ 7.4 133 74 I ML SAND AND GRAVEL 710 r~¢~~SOPG~~~DFINE TO MEDIUM SAND WITH SOME GRAVEL 4500+ 90 \I OCCASIONAL LAYERS OF FINE SANDY SILT WITH SOME GRAVEL GRADES TO BROWNISH-GRAY GRADES TO VERY ST I FF 23 I 700 3900 4500+ 13.8 123 i-- Top of Inf'rgltlcitll Zon. ,
GRAY CLAYEY SILT AND SILTY CLAY WITH SAND AND 2700 8 II ML SOME GRAVEL (MEDIUM STIFF TO STIFF) 3050 3300 18.2 111 14 I CL 690
~ Ttlp tlf IIlintlitln Gltlcltll Till 48 II LIGHT GREENISH-GRAY SILTY ~AND AND SANDY SILT WITH OCCAS 10NAL GRAVEL VERY DENS E TO HARO) 4500+ s; 1 142 78 I SM GRADES WITH MORE SILT 680 ML 4500+ 160 II 10...
~ 94 iii s:~ GRAY FINE TO MEDIUM SAND WITH SILT AND SOME ~ GRAVEL (VERY DENSE) 670 --
~
II GRAY SANDY SILT WITH SOME GRAVEL AND TRACE OF ~ 32 ML ORGAN Ie MATTER (DENSE TO HARD) GRADES WITH MORE SAND 4.3 138 121 I ~ 8M GRADES WITH LAYERS OF DARK GRAY FINE c:, 6" '"' .... TO MEDIUM SAND WITH SOME GRAVEL i::: 94\1 - GRAY CLAYEY S I L T WI TH SAND AND SOME GRAVEL (HARD) (SAND,SILT AND CLAY CONTENT VARIES ~ 4500+ 100'7' I WITH DEPTH) ~ ... ro" ~ 17511(' III 4500+ gaOls" pg 640 1 19016"11 4500+ l55'ld' \I 630 4500+ IEnlIO" III 4500+ 105 II I ML 620 4500+ 118 III 3" LAYER OF GRAY FINE SAND 6/C 4500+ 112 II 85 III 4500+ 590 75 III 6" LAYER OF FINE TO MEDIUM SAND 580 - CLINTON POWER STATION UPDATED SAFETY A~ALYSIS REPORT FIGURE 2.5-24 LOG OF BORING P-7 (SHEET 1 of 2)
LABORATORY TEST DATA BORING P-7 CONTINUED
.,~
~~i ATTERBERG LIMITS SHEAR STRENGTH .. ~.,. ..
,..=- -
SURFACE ELEVATION
~~tf
.. 0:'"
TRIAXIAl.. UNCONFtNEO I"OCIIEl
~fu~ ..
'lASTIC Pl.ASTICIT'I COMPRESSION !coMPRESSION N£TIIQ .. 1't1t U IHDEX ~Z OZ Q, m::~
liMIT O:;;l
!i.:.!i 101.:,
.'I.!.
IIL .:,
.9.!.
t!I .:, 00
'"0 SYMBOLS DESCRIPTIONS 580 21° 4500+ 8.1 135 ML Top Of L(Jclls/rine Deposi'ls 570 4500+ 65 Ii 14" LAYER OF F I Nf TO "lED I UM SAND GRADES TO GREEN I SH-BROWN AND GRAY Top Of Pre-Illinoion Glociol Till 560 6q60 Ill.. ~O ,~nn, 11.4 _J 17 I 40 I GRADES WITH MORE CLAY AND POCKETS OF SILT 550 15CV4" Ii ML Top Of Pre-Illinoian Loclls/rine Depvsi/s GRAY AND BLACK CLAYEY S I L T WITH SAND AND 540 4500+ I02 Ii SOME GRAVEL (HARD) (LACUSTRINE DEPOSIT) 530 68 Ii GRADES TO BROWN I SH-GRAY WI TH SEAMS 520 ML OF S I L T 4500+ 17 * .1 113 44 I 0
4500+ I GRADES WI TH LAYERS OF S I L T 0 GRAY CALCAREOUS CLAY (DENSE) (RES I DUAL ) 4 5"10 SO I L PRODUCED BY WEATHER I NG OF BEDROCK lOP OF BEDROCK GRAY L1MESTOfIE,FII~E CRYSTALLINE,NIJMEROI!S TH II' SEAMS OF SHALE,H IGHLY WEATHERED TO 0 100% CALCAREOIIS CLAY III ZOI'ES GRAY TO DARK GRAY SHALE WITH NIIMEROIIS CALCAREOIIS I"CLI'S lOllS, CARBOI'!ACEOI'S 1'" W"ES EXPA;:SIVE, I'IOIST";CT BEDDltlG, NliMEROIiS SL I CKEIIS I DES ALONG RA;IDOM OR I EI!TED 470 I 00% PLAUES OF WEAKNESS GRAY SILTY SHALE, OCCAS 10NAL HIGH ANGLE FRACTURE WITH SLICKENSIDES, MASSIVE, DCCAS 10NAL IRREGULAR ZONE OF BROWN LIMESTONE 460 I00I. 3.3xI0' LIGHT GRAY SILTSTONE WITH OCCASIONAL THI'" LAYERS OF BROWN SILTY SAl'DSTOflE,CROSSBEDDED, MASS IVE 0 3.6x10 GRADES TO 'MEROIIS TH If.! STR I!IGERS
<IF F "'E SA::DSTOiIE 6.1xl0 5 SOR I NG COMPLETED AT 295.5 FEET 440 ON 6-21-72 CAS I NG USED TO A DEPTH OF 5.0 FEET PIEZOHETER INSTALLED ON 7-5-72 BORING P-7B, LOCATED 10 FEEl FROH P-7A, WAS DRILLED TO A DEPTH OF 78 FE'El. A 3/4 INCH PVC PIPE WITH AN 18 INCH POROUS STONE TIP WAS PLACED TO ELEVAT ION REFER TO FIGURE 2.4-36 FOR 659.5. GRANULAR BACKF ILL WAS WATER LEVEL OBSERVATIONS.
PLACED FROM ELEVATION 659.5 TO 667.5, A BENTON ITE SEAL FROM ELEVATION 667.5 TO 669.5 AND CEMENT GROUT AND GRAVEL FROM ELEVATION 669.5 TO 737.5. WATER LEVEL READ INGS CLINTON POWER STATION DEPTH BELOW GROUND UPDATED SAFETY AH.ALYSIS REPORT SU~FACE IN FEET 52.7 8-29-72 FIGURE 2.5-24 NOTE: LOG OF BORING P-7 SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR
-------------------------'------------------ (SHEET 2 of 2)
EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA I:? BORING P-8 0'"
~~~
ATTERBERG SHEAR STRENGTH a: z
"'0- ,.. ~
*E' LIMITS
=>", SURFACE ELEVATION 677.3 Ola:):
Jl'LASTIO TR1UIA1. ~~CONfINED
- r:~!T[1I ~~Jf
>-~-
a:Ul" ~:::
~~~
,.,."STICIT'Y COMPR[$$ION
... oz'"
"PRESSION a:;;j LIMIT INOU
!L:.!i.
m",!, ~, ilL tel ,!, ilL 00 OJ 0
~~
680 i1 'il '~f :S;'"' ~:lI! iii ~ SYMBOLS_ DESCRIPTIONS 750 10 4 II CL
~:';':,):),."" ~!,:r.,l:." "" ""' ',"MRg,\"
MJTTLED BLACK, GRAY AND BROWN SILTY CLAY WITH 670 I=J;u:: GRAYSOME FINE SAND (SOFT) GRADES TO t-I:lTTLfD BROWN AND GRAY 10 I CLAYEY SILT (SOFT)
- GRAY MEDIUM TO COARSE SANO WITH GRAVEL (MED IUM DENSE) 25 101 t--- GRADES WI TM MORE GRAVFL 660 Top of Illinoian GlacIal TIll I-.. 4500+ 61 101 ML GRAY CLAYEY SILT (VERY STIFF TO HARD)
GRADES WITH SAND AND SOME GRAVEL Itl~ 4500+ 123 101 i--- GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (HARD) 650 4500+ 174/15' ~ ~ KXY5" Ii 640 ~ 4500+ 184 iii ~ I-: 4500+ 189 101 ML OCCASIONAL SEAMS OF FINE TO MEDIUM SAND § 630 ~ 4500+ ~6.IId' II ~ 4500+ 106 II 620 4500+ 136 Ii 4500+ 79 II 610 4500+ 60 Ii 4500+ 82 II 600 4500+ 177 Ii BOR ING COMPLETED AT 80.0 FEET ON 6-2-72 CASING USEn TO A DfPTH OF 7.0 FEET 590 WATER LEVEL NOT RECORDED, CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT r FIGURE 2.5-25 NOTE: SEE FIGURE 2.5-298 AND F.IGURE 2.5-355 FOR EXPLANATION OF SYM80LS USED ON BORING LOGS. LOG OF BORING P-8
LABORATORY TEST DATA 0'"
~~~ A~T~l'r~RG SHEAR STRENGTH "'I-O:z
=>",
~ 'S'ORIN6-P-9'
.. .. Cle" ..
.,0:,.,
~
a tl~ cJ~~~~~~ON ~=~:~~~ttll !!z 1-1-.-
~~~
jJ\.ASTIC PLASTtem i1::, tel! d1:t
\.IM'T INDEX cz'" SURFACE ELEVATION 744.1 750 0:...1
~
00 0
'" 01 :Ii'"
~ ::ill
~ ~ SYMBOLS DESCRIPTIONS 8 iii ~ LI1~T5..s~~~~OCIi[)YEY SILT WITH ORGANICS -
740 BROWN CLAYEY SILT WITH TRACE OF FINE TO MEDIUM 1900 6 iii
~ M SAND (MEDIUM STIFF TO STIFF}(WEATHERED LOESS Top of Wisconsinan Glacial rill 10 II CL GRADES. WI TH MORE SAND AND TRACE OF FINE GRAVEL 730 16 II f-- BASE OF WEATHERED ZONE AT 12.0 FEET .... GRAY CLAYEY SILT WITH TRACE OF FINE TO COARSE SAND (STIFF TO VERY STIFF)
~I.( 4500+ 39 II ML GRADES TO HARD WI TH LESS CLAY AND MORE S I L T AND FINE SAND 720 27 II I--- GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND 4500+ 152 iii ML .ANO TRACE OF FINE GRAVEL (HARD) rop of tnf.rglacial Zon. 7/0 25 iii I--- GRAY FINE SANDY S I L T WITH TRACE OF CLAY (VERY ML ST I FF TO VERY DENSE <': 74 II SM GRADES TO HARD WITH MORE FINE SAND (;:) I - - - rop of Illinoian Glacial rill i::: § 700 GRAY CLAYEY SILT WITH TRACE OF FINE TO COARSE 4500+ 33 II SAND (VERY ST IFF) ~ ~ 4500+ 29 II ML GRADES WITH MORE SILT 690 19 II 1600 I ML
- - GRAY CLAYEY SILT (STIFF) 12 II 680 ~ GRAY FINE SANDY SILT (HARD) (OUTWASH) 53 II I S'u
~Il'RA~A~6AmR~\LMm TRACE OF FINE TO COARSE 40 II ML 670 100 II
.. ::. ~ GRAY FINE To COARSE SAND WITH TRACE OF SILT
.... I-"':'-- (VERY DENSE)(GLACIAL OUlWASH) 4500+ 104 II
- ML GRAY CLAYEY SILT WITH TRACE OF FINE TO COARSE
~ SANO (HARD) (TILL) 660 BORING COMPLETED AT 80.0 FEET ON 5-22-72 CASING USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED.
CLINTON POWER STATION UPOATED SAF'ETY ANALYSIS REPORT FIGURE 2.5-26 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SH1BOLS USED ON BORING LOGS. LOG OF BORING P-9
LABORATORY TEST DATA cnSffi
;~i ATTERBERG.
LIMITS SHEAR STRENGTH "'=>",....
-z ...
>-~-
TII.AXIAL UNCONFINtD I'OCItU
~~~
'I.ASTIC PLASTICrn COMPRE$SION "PREnlON NETItOM(TI:"
~~~ ~~l
- t BORfNG P-IO
\"IM'T INotX
!i::.!i. .9.!. .9.!. 00 750 "'j;J 01-,!. ~ Cl .:, t!L ,:, z'" 0 SURFACE ELEVATION 140.0 740 SYMBOLS DESCRIPTIONS mom*
~II.IGH lRII/N_CLAYEY SILT WITH ORGANICS -
7 Ii ML IBRO~~6:l WITH TRACE OF FINE ROOTS I-- (STk;; )"!'~~n~JTH SOME FINE TO COARSE SAND 730 1900 II Ii ML Top, .t?f . LO ~~~b;., I TIll 13 Ii -
- ~g~~ ~~~~~O ~5IR~~T~A~gM~1 i~N~R:~~
(MEDIUM DENSE) S
;?mT GRAY CLAYEY SILT'WITH LITTLE FINE TO COARSE 720 4500 10 Ii ML SAND (STIFF)
BASE OF WEATHERED ZONE AT 16.0 FEET \... i - - - BROWN AND GRAY CLAYEY SILT WITH TRACE OF 4500+ 21 Ii ~ ORGANICS (VERY STIFF) ~ l( 710 ML GRAY FINE VERY SANDY SILT (DENSE) 47 Ii SM ~ ...... I-- GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND 700 2900 29 II ML AND OCCASIONAL GRAVEL (VERY STIFF)
! - - - Top of Infllrgltlt:itll Zone
~ 17 Ii ML BROWN CLAYEY SILT WITH TRACE OF ORGANICS (STIFF) i::.': 690 2400 8 Ii i - - - GRAY S~t:~E[LA~I~~T~R~~!C~FO~I~~N~O T~E~6~~s~AND ~ SAND (MEDIUM STIFF) liJ 2300 8 II CL l4j 680 62 Ii 4500+ 39 Ii OCCAS 10NAL FINE SAND LENSES 670 ----S.<:> IGRA1 I FINE TO CQARSE SAND WITH TRACE OF SILT 64 Ii ,r (VERY OENSE)(GLACIAL OUTWAS~) I--ML GRAY, CLAYEY SILT WITH TRACE FINE TO COARSE SAND (HARD) (TILL) 33 II I-- GRAY FINE TO CQARSE SAND WITH TRACE OF SILT 660 81 Ii ...._ ...._....r (VERY DENSEj(OUTWASH) 82Rl.~Y_S~MPLETED AT 80.0 FEET CASING USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED, 650 CLINTON POWER STATION UPDATED SAFETY AI'~ALYSIS REPORT FIGURE 2.5-27 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-10
LABORATORY TEST DATA fneffi ATTERBERG SHEAR STRENGT.H ....... ,.. BORING
~~i IMITS
~~ . #').."!::_' -P~II TRIAXIAl,. ~~eON'INfD
~~~~Ttll ",cnu CO..... It[SSION
;~aof oz ...
~~~
tll,.AtTlC h.AITICIT'I ""'t($SoIl)H SURFACE ELEVATION 734.5
¥ l!l :.', m ,~, tdl:t
\.I"IT INDEX h 00
"';;:l tal,., :E(J ~
740 SYMBOLS DESCRIPTIONS 730 1100 7 iii BROWN AND GRAY CLAYfY SILT (MfDIUM STIFF) 17 II LIGHT BROWN FINE SANDY SILT WITH LAYERS OF u~n/INE SAND WITH SOMf GRAVEL (MfDIUM 720 18 II GRAtvrAvThlr~~ WITH SOME SAND AND GRAHL .... 1111 GRADfS TO ST I FF ~ l( 7/0 9 II GRAY CLAYEY SILT WITH FINE SANO (STIFF) 12 II ~ Top of Inf.rglociol Zon. 700 9 II DARK GRAY CLAYEY SILT WITH TRACE OF ORGANIC MATTER (MEDIUM STIFF)
- a:: 2200 GREENISH-GRAY SILTY CLAY WITH SAND AND LAYERS OF CLAYEY SILT (STIFF)
~ 10.;: Of°,c,C,'~~7;~LG~;~~OJW,s, § 690 Top 64 Ii GRAY SANOY SILT TO SILTY SAND WITH SOME GRAVEL (VERY DENSE) ~ GRAY CLAYEY S I L T WITH SAND AND SOME GRAVEL 100'6" ti:l 4500+ Ii (HARD) 680 4500+ I7519' II ML 4500+ I00t6'11 GRAY SilTY SAND WITH SOMf GRAVEL SM (GLAC lAL OUTWASH) 670 122 *Ii GRA'fvH~DOf~HJ WI TH SOME CLAY AND GRAVEL GRAY CLAYEY SILT WITH SOMf SAND (HARD) SA GRA~R~k~i~YMmhWI~~RWE SAND AND TRACE OF 33 II GRAY SILTY FINE TO COARSF SAND WITH SOME GRAVEL (DENSE) 660 4500+ I GRAY CLAYEY SILT WI TH SAND AND SOHE GRAVEL ML (HAROj(TILL) OCCAS 10NAl lENSES OF FINE SAND 4500+ 10014' II 8~R~~~3:~~PLETEO AT 80.0 FEET 650 CASING USED TO A DEPTH OF 7.0 FEET WATER lEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY AI'4ALYSIS REPORT FIGURE 2.5-28 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-ll
LABORATORY TEST DATA UJ a: ATTERSERG ~ BORING P-12
...enen ,. ~
UJ LIMITS' SHEAR .$.IIlE'Iq.Ui~o 0 ~ ~~ J: TRIAXIAl. =>UJ 'SURFACE ELEVATION 676.8
...UJ 3:
UJ Pt. ... STlC f'LASTICIT'1 COMPRESSION
~..CONFIH£O t.i~ES$1ON ~.:f':~~n:1I ~ia-f a: a. ~13 0
en LIMIT IHOtX "I til::'; fi=..!i.
.J til,!, thl ~f h.
C1. ,:, 00
- s;<'> ~~
680 UJ ~:I!
~~ SYMBOLS OESCRIPTIONS 3300 SLACK CLAYEY SILT WIl1I FINE SAND AND ROO TS -
ML (TOPSO ILl 670 800 500 31.7 88 "CL Top of Salt Crllllk Alluvium MOTTLED BROWN AND GRAY SILTY CLAY WITI' SO~E
- FINE SAND (VERY SO FT) 14.6 108
..... GRAY FINE TO COAPSE SAND WITH SOME GRAVEL
..... (MED IUM DENSE) 23 iii .....
..... 1 INCH SEAM OF SILT WITH SOME ORGANIC I....
660 .....
..... MATTER
..... SP
~l( 3011 ..... GRADES WITl-: SEAMS OF GRAVFL GRADES TO DENSE 18,500 2000 4500+ ~ Top of Illinoian Glacial Till 7.1 141 112 iii 650 GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL
* (HARD) 4500+ 161 II 3 I NCH SEAM OF GRAVEL
~ 4S00+ 126/6' II 640 4S00+ 16711d'll ~ 4S00+ 8.S 139 140 II ML ~ 630 § 4S00+ 141 II llJ ij 620 4S00+ 7.9 140 145 II 4500+ 80 Il 4500+ 9.6 60 II 6/0 13 S 4S00+ 34 Ii I 24,50( SOOO 4s00+ B.6 137 96 II 2 I NCH SEAI' OF GRAVEl 600 4S00+ "~/6'1i BOR ING COl'PLETED AT 79. D FEET ON 6-23-72 590 CASING USED TO A* DEPTH OF 6.0*FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY A~ALYSIS REPORT FIGURE 2.5-29 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-12
LABORATORY TEST DATA BORING P-13 SURFACE ELEVATION 740.9 SYMBOLS DESCRIPTIONS 740r--+---r--~--r-~--~ 3500 20.0 102 " ML BROWN CLAYEY S I L T WITH ORGAN I C MATTER _ 1- (TOPSOIL) 1425 2}00 1'.6 111 7 I ML BROWN CLAYEY SILT WITfl TRACE OF FINE ROOTS (VERY STIFF)(WEATHERED LOESS) 730~--+---~----+-~-+--~r---_+_4~5_0"_"+_r_l_l~.4_r_l~13~ 18 I ~ Top ~~s~i~Cl'!:l:'fJfEf/~cfg~l'/.{ 20.0 FEET ML GRADES TO VERY STIFF WITfl MORE FINE TO 5.9 124 52 I ... :::1"--sP lROWN ~~~~S~OS~~~RSE SANO WITH TRACE OF
~h.ML SILT (VERY DENSE)
":::~L '---
720 ~--+-_-+_~r-_+-_+-__+--,-4.::..:50~O_++-_ _+_~I0Ol6" Ii "OWN ClAYEY SILT WITII SOME FINE TO COAP.SE SP lRO~~N~I~~D Tgc~~6:3~A~A~6A~6~N~WY STIFF) BROWN CLAYEY SILT ','ITH SOME FINE TO COARSE 12.1 125 99 I M.L SAND (~ARO)
.~ GRAY FINE SANDY SILT (PARD)
I DARK GRAY Cl.AYEY SILT Wlnl SOME FINE TO COARSE 29 II 710~~--_+---+---r--+---~---r---r--4 SAND AND TRACE OF ORGANICS (VERY STIFF) 4500+ 14.3 117 64 I ML GRADES TO HARD WITH MORE SAND 7001-_+__+_-~-_+--+--+-4.:.50_0_++--+--I 36 Ii Top of Influglacial Zon. 111 87 I rt:r.L- GRAY FINE SANOY SILT WITH SOME MEDIUM TO COARS f--Jl-IL- SAND AND TRACE OF CLAY (HARD) GRAY S IL T \"HP TR.~CE OF FINE SAND AND CLAY 690r--+---+---+---r--+---4----r---r--4 36 II (!~ARD ) 6840 1,00'1 ML 27 I
, GRADES TO VERY STIFF WITH SOME 42 (i
) - - - GRAY FI~iNio Tgo~~~~S~A~~N~1Tfl TRACE OF SILT 680r-~--_+---+---r--+---~---r---r--4 AND oeCAS 10NAL GP.AVEL (DENSE)
SA SP 3 IN'C~ COBBLE lB. 1 109 16611('. 670~-+--+--t__-_+--+--+4-5:.0-0-++--+-_I 46 \I ML 10.9 126 27 I GRADES WITfl MORE SAND 44 \I OfIAY FINE TO COARSE SAND WITfl TRACE OF SILT 660r--+---+---r---r--+---~---r---r--~ AND GRAVEL (DENSE) (GLAC I AL OUTWASH) 8.0 127 GRADES TO VERY DENSE GRAY CLAYEY S IL T WITH SOME FINE TO COARSE 4500+ SAND AND OCCAS 10NAI GRAVEL (HARD)(TILL) 27 .901 60~C 4500+ 6.7 142 125'6" I 3 INCH COBBI.E 4500+ 1OQ/3"{i ML 640~~--_+---+---r--+---~---r---r--4 7.0 129 150/5" I 630 1--+_-~--+_--_+--_1r---_+....;4~50::::0.::..:+_r----+_-4100/4" {i GRADES DARKER GRAY WITH TRACE OF ORGAN IC MATTER 28,500 8000 4500+ 8.7 137 161/9' I 1 620~~--~--~~--~--~ I __~~__-JPO/S" II "500+
- ,ORING COMPLETED AT 120.0 FEET ON 5-25-'/2 CASING USED TO A DPETfl OF 5.C FEET WATER LEVEL NOT RECORDED.
CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.5-30 NOTE: SEE FIGURE 2.5-298 ANa FIGURE 2.5-355 FOR LOG OF BORING P-13 EXPLANATION OF SYM80LS USED ON BORING LOGS.
LABORATORY TEST DATA P-14 BORING SURFACE ELEVArlON 738.3 DESCRiPtiONS 2~OO 8 III "k'::"'~_~l~~~ .. >~L. "'.'Lv~~N'l' ~tTOP~~!L) 10.1' fIOTTL(O ['ROWN A'IO GRAY CLAYEY Sit T (VERY STIFF) to..-:-t-.:;;.:"'"i (WEATHERED LOESS I lB.4 109 II M L ;:tw~fC~::g"~;~~n Wr~~C~~~[/~~NIEN\OTOC~~R~~E
~oo 730 1--+--f---+-2::-:3"'2-=-O+-:I"'n~o-r+---+-2--1:-:0...,.o-+----:-I~:-.--:6+-:-12--1:-1 2 II ell SANO AND OCCASIONAL GRAVEL (STIFF)
BASE OF WEATHERED ZONE 17.0 FEET 35 II ML GRAY CLAYEY SILT WITH SOME FINE TO COARSE SANO (STIFF) 7" SEAM OF GRAY fiNE TO MEDIUM SAND 5 'I' GRAY CLAYEY SILT WITH TRACE Of FINE SAND TX/DY 880 2 50~ 6 Ii, ML (HA::~ASIONAL FINE SAND STRINGER I-ili-I:,i,-",i,r----! GRA~A~~A11~!F.~ILT WITH
~500 16.6 117 27 II SOME fiNE TO MEDIUM 710r--+--~---r--+-~r---+_--+---~_;
33 Ii ML 2 INCf1 SEAM OF BROWN FINE SAND l'"(~':"""~t---i GRAY SI' TY CLAY WITf' TRACE OF FINE TO M[DIUM 1200 10 I;J ~ CL SAND (STIFF) 700r--+---+---+---r--+----r4~O-OO-+---r--~ q!: GRAY CLAYEY SILT WITH SOME fiNE TO COARSE SAND II Q !Iii,ii ML liND OCCAS 10NAL GR,AVEL (ST I FF) 5880 Ii \I I~O~ ollnl.rgltlcitll Zon, Iiillil 17.2 102 16 * ~~t---;nDA~IR\~K, GRAYISH-B~OWN CLAYEY SILT WITH 690~~--~---+--~--4---~---+---+---4 14 Q ML ORGAN Ie ODOR OARK GRAY S IL TY CLAY WITH TRACE Of FINE SAND 12.5 12.5 1600 16.2 lIS 12 I
~ CL (STIFF)
GRADES WITH SOME FINE TO MEOIUM SAND rOp 01 IIlinoitln Gltlcitll rill 680t--+--t---t--+--t---t---+--+---t100/6"Q l"'i'....;--~ GRAY FINE SANDY SILT WITH SOME MEDIUH TO COARSE .... CHEM* SAND AND OCCAS 10NAL GRAVEL (HARD) ~ 21.700 4r n " 8.1 139 771 ML ~ 670r--+---+---r--+---r---+_--+---~_; 116 Ii I SM OCCASIONAL FINE SAND SEAM ~ GRADES CLAYEY ...... 11.(' 4.0 5.1 106 III 660~SA~r---r---+---+---+----r----t----r---t 35 II B~OWN FINE TO MEDIUM- SAND WITH TRACE OF SILT (DENSE) (GLAC IAL OUTWASH) SA PERM 9.5 129 ICXJI5" I GRAY CLAYEY SILT WITH SOME FINE. TO COARSE SA~D AND aeCAS IONAL GRAVEL (TILL) 650~--r---~---+--:-I----r_--_+----+----r---;10~~Q 10014' II 6 4 0 1 - - + - - + - - i - - + - - - f 4500* +-----l---I14016" Ii
> 15.0C 9000 8.2 139 1~4"1 63 01--+---+--t--~---t----h4-;-5')::-;0;-r-r--+--;16011d' \I , :
~X/DY 20.500 9011 8.3 139 10~1 620~--t----r---+---+---r----h47~5rN"~---4~-4 ML 127 Q TRACE OF ORGAN ICS 610 RES. +----t---t 26JO(
TX/DY 9000+----+4500* 7.6 139 100/5" I 600 S H O C K t - - - ; - - + - - t - - + - - - i 4 SO.) + lX/DY f---+---I10~6"1 GRADES WITH LESS COARSE SAND 5901---+---+---~--+---+----474~50~0~.~----r---1 155 II 580'---'----'----'---'----'----'----'__-'-_--'
- ON WATER SAMPLE OBTAINED ON 10*7.72
.' .c r-----------~~~~~~--------_;
m S w GRA~/ TT~v;~eR6~N~~~D WIT" GRAVEL ANO TRACE CLINTON POWER. STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-31 LOG OF BORING P-14 (SHEET 1 of 2)
LABORATORY TEST DATA ~ BORING P-14 CONTINUED
~
OW
~~i ATTERBERG LIMITS SHEAR STRENGTH "'a: ....z ,.
.......... ,....t:_
a ::~
",a:;.:
aI:) TRIAXIAl. a:", u
'1..LIMIT
... S1'IC ~IONf'INED m'SslON}pvq~~~ltll
~~~
PU..STtClt'I COMPRESSION
!!!z oz'" :!!
m.~I '" IHO[X
!L:..!i.. iL iL 00 580 a:.J UJ 101 ,!, ~~ rc, .:* ~u 0 ~ Z\ SYMBOLS DESCRIPTIONS MA 4500'" 8.1 139 14016' I PERM GRAY CLAYEY SILT WITH SOME FINE TO COARSE ML SAND AND OCCAS 10NAL GRAVEL Top Of Lacustrine Deposits 570 7200 m,ooo 4000 11.3 128 1+101+++01----1 BLACK AND GRAY CLAYEY SILT WITH TRACE OF FINE 32 I TO MED IUM SAND AND OCCAS 10NAL GRAVEL (VERY ST IFF)
Top Of Pre-Illinoian Glacial Till 560 4500+ 150A" BROWN CLAYEY SILT WITH SOME FINE TO MEDIUM SAND AND OCCAS 10NAL GRAVEL (HARD) (TILL) 6" SEAM OF GRAVEL 550 ML zo;bmJ :rl,"OO( 4500 7.8 137 100/5II
'GRADES WITH MORE FINE GRAVEL 540 4500+ 150 GRADES WITH MORE CLAY 530 SHOCK 4500+
TX/DY 103 BROWN SILTY CLAY WITH SAND AND OCCASIONAL" GRAVEL (n LL) 520 4500+ 5 0 4500 15.3 120 5 TOP OF BEDROCK 0 .~ l"~~r-l BROWNISH-GRAY lIMESTONE,MEDIUM TO COARSE CRYSTALL I NE, HARD, OCCASIONAL FRACTURE DARK GRAY TO BLACK HIGHLY CARBONACEOUS SHALE,Fl r SI:.E,45° FRACTURES SPACED 6" TO 2" 0 100 GRADES LESS CARBONACEOUS, NUMEROUS
"'---1 SLiCKENS IDES, FRACTURES SPACED 2" TO 6" I.IGHT GRAY ARG ILLACEOUS LIMESTONE, IRREGULAR 480 100 BEDOING, ABUNDANT STRINGERS OF SILTSTONE, FEW FRACTURES, TiGHT
/l!M!!!l!!!!f---j lIG~~A~RAY SILTSTONE WI TH OCCAS 10NAL TH IN SHALE
-j-I~Iiil--~ LIGHT GRAY ARG I LLACEOUS LIMESTONE WITH NUMEROUS TH IN SHALE PART INGS, HARD, OCCAS toNAL T"lGHT 47 0 RES 100 FRACTURE II GHT GRAY FINE SANDY S I L TSTO NE. CROSSBEDDED.
TX/Dy 3.0 144 MASS IVE ,HARD DARK GRAY TO GREEN ISH-GRAY CLAYEY SHALE. IRREGULAR BEDDING,NUMEROUS SLICKENSIDES, 45° FRACTURES SPACED 1 1/2" TO 10" THROUGHOUT 46 o j~/~~ 10
..L r==~:r-lliGHT GRAY FINE SANDY SILTSTONE ,OCCAS 10NAL ZONE OF BROWN SANDSTONE.HARD",MASS IVE 45 0 BORING COMPLETED AT 284.0 FEET ON 6-2-72 44 0 CAS ING USED TO A DEPTH OF 7.0 FEET PIEZOMETER INSTALLED ON 7-10-72 BOR ING WAS REOPENED TO 240 FEET AND FLUSHED WITH CLEAN"WATER. A 3/4 INCH PVC PIPE WITH THE LOWER END PLUGGED AND THE LOWER 5 FEET PERFORATED WAS INSTALLED TO ELEVAT ION REFER TO FIGURE 2.4-36 FOR 578.33 GRANULAR BACKFILL WAS PLACED I,ATER LEVEL OBSERVATIONS.
FROM ELEVATION 498.3 TO 589.3;A BENTONITE SEAL FROM ELEVATION 589.3 TO 590.3;AND CEMENT GROUT AND GRAVEL FROM ELEVATION 590.3 TO 738.3. WATER LEVEL READ INGS CLINTON POWER STATION DEPTH BELOW GROUND SURFACE IN FEET Qlli." UPDATED SAF"ETY A.N_ALYSIS REPORT 57.5 8-3-72 56.9 8-22-72 57.3 9-6-72 , FIGURE 2.5-31 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-14 EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 2 of 2)
LABORATORY TEST DATA
~~ffi 0'" ATTERBERG LIMITS SHEAR STRENGTH "'a:=>",z
,. ~
~
BORING P-15
""!!!Z.... .-
f3~i TRIAXU,L ~fONFINED f'OCkU >-~- a:en .. a~ SURFACE ELEVATION 7'36.3
'LAS-TIC PLASTICIT"i COMPRESSION PRESSION N(TJIOII[Tttll
.... 11. ... OZ"-
m!?,
... en LI",T INDEX
!t:.!l a:..J m*,!, h tel ,:, ~j; 00
~,
740 0
'" ::EO Cil~ SYIIIBOLS DESCRIPTIONS 7 II S IL f WITI-' SOME ORGAN ICS *
~
2600 25.2 98 IGH BP.QWN LAYE' B~ol-l{U(~Kv't.; S.leT WITH T~ACF Or FINE ROOTS 730 1000 ?LR ln~ 5 II TOP of GloclalTilt ML (STIFF)
- 2390 1000 1600 MOTTUD ERO~;N AND GRAY CLAYEY S I L T \11 TH TRACE 13.9 123 8 II OF FINE TO MED I UM SAND (ST I FF)
GRADES TO VERY STIFF SP BROWN FINE SAND WITH TRACE OF SILT (MEDIUM 720 21.2 105 19 II
~
DENSE) GRAY SILTY FINE SAND (MEDIUM DENSE) 14 Ii GRAY CLAYEY SILT WITH SOME FINE SAND (MEDIUM STIFF) BASE OF WEATHERED ZONE 16.0 FEET C 14.5 8.5 2400 116 7 III 710 12.8 ML GRADES WITH TRACE OF FINE TO COARSE SAND AND WITH MORE CLAY 7 II 1530 3000 Top of Inl.rglacial Zon. 2000 32.1 92 7 III I-- 700 GRAY SILTY CLAY WITH TRACE OF FINE SAND (MEDIUM STIFF) 6 II CL TXIDY 1980 300(' f--- 690 3200 18.0 111 II II GRAY CLAYEY SILT WITH SOME FINE TO COARSE 5~ND ANn oeCAS 10NAI GRAVEL (ST IFF) 12 Ii I-- Top of Illinoian Glacial Till GRAY FINE SANDY SILT WITH TRACE OF CLAY f-- (STIFF) 4500+ 9.7 33 II 680 1~5 GRAY CI AYEY SliT WITH SAND AND SOME GRAVEL (VERY STIFF)
+ GRADES TO HARD I-.. 4500 47 til
~ 14,000 4')0:-' 4500+ 8.6 133 17Qlld'lII ML l( 670 ~ 4500+ 42 II GRADES WITH LESS FINE SAND ~ SA 660 12.6 123 134111" III
'""SM
<::) I-.. GRAY SILTY FINE TO COARSE SAND (VERY DENSE) (GLAC IAL OUTWASH) 4500+ 77.1i GRAY CLAYEY SILT AND FINE TO COARSE SAND ~ WITH OCCAS 10NAL GRAVEL (HARD) (TILL) I.l.i 650 11.9 103 100/6" II i;j 4500
+
10<Y5" II 10013" III 640 ML 1/2" ',ENSE OF SHALE H~.RD 4500+ 10M" II 3" CoseLE GRADES DARKER GRAY 9.4 130 115'6" II 630 4500+ 10015' Ii 2" SEAM OF GRAY FINE TO MEDIUM SAND 36,000 8,000 4500+ 7.4 140 1001.1' II 620 4500+ 124 Ii BORING COMPLETEO AT 120.0 FEET 610 ON 5/24/72 CAS I NG USED TO A DEPTH OF 5.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-32 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-15 EXPLArlATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
~ BORING P-16
,~~
SURFACE EtEV'ATION-'S'S8. '0 a~
~~
iii ~ SYMBOLS DESCRIPTIONS 8 \I ~~::::a:CfilRi'l"i\iAr;D LY'S
~CS!l!m-, s, lit'L.T TW w;ii I T'i'l"FHF'ii ES3'ANiANDj"AN'5'ANDRR:oOTOOIT~S_
I Nrr-:
~ Top 0 Sail Crlflfk Alluvium 4 \I ~ CL BR01~E5ib~\fT~}t'TH 680 SAND AND SOME GRAVEL 2 \I f-- g~~m :r8 ~g~~Y CLAY GRADES WITH LAYERS OF SILTY CLAY 3 \I DARK BRO\;N AND GRAY CLAYEY SILT WITH SANO AND TRACE OF ORGANIC MATTFR (SOFT) 670 ML OCCAS 10NAL HAMS OF SAND 2 \I jt I..... 16 III GRAY CLAYEY SILT WITH SAND (VERY STIFF) ~ 660 GRAY SANDY SILT AND SILTY SAND WITH SOME CLAY ANO GRAVEL (VERY DENSE)
I.( 58 \I Top of Illinoian Glacial Till GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL 4500+ 170 III (HARD) ~ 650 4500+ 155 III ~ 100'G" iii i:::: 640 § locvS'liI ML lI.,I 4500+ 154 \I ~ 630 106 iii GRADING WITH MORE CLAY 4500+ 65 III 620 4500+ 65 III 1,- 4500+ 59 III 1 610 4500+ 81 III BOR ING COMPLFTED AT 80,0 HET ON 5-30-72 CASING USED TO A OEPTH OF 7.0 FEET 600 WATER LEVEL NOT RECORDED. CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-33 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-16 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA t.! BORING P-17 c'" ATn~l!r~RG ~ SHEAR S,TRENGTH
- !~~ '~i- ~ ~ S(ll~"4CE E' EVATION 7.3.8.2
~~ ...
TIIIIAXIAL
~~~ PLA,ne P'LASTIC1'M eow""ESSION
~"N[o Pl'lESSiOH Nl[TIWlMUII
!!!z a:1Il U cz'" ~~
... ~(/) \.IWIT IHO£X
!i..:!i. 00 ....
a:;;l rot* ~:f fil~ rc,~ ~:t 2<'> 0 I:)~ 740 ~ ~ DESCRIPTIONS 7 Ii 2500 II Ii 730 GRAOfS WITH SOME VrRY FIN~ SAND 12 Ii FINE SAND (DENSE) 48 Ii 720 tem BASE OF WEATHERED ZONE AT 17.0 FEET 85 Ii GRAMm mM'TH TRACE OF CLAY AND OCCASIONAL SEAMS OF FINf SAND BROWN SILTY FINE SAND (VERY DENSr) t.... 67 Ii Top of Wisconsintln Gltlcitll Till ~ li: 710 3200 17 ~ GRAhWi ThTHj WI TH SAND AND SOME GRAVEL 1700 8 Ii GRADES TO ST I FF ~ 700 2700 13 Ii GRADES TO CLAYEY SILT WITH SAND AND ~ 4500+ 30 iii SUME GRIIVEL (VERY STIFF) i::: 690 Top of Inl.rgltlcitll Zon. GREENISH-GRAY CLAYEY SILT WITH SAND AND SOME § 2600 13 iii GRAVEL (STIFF) ~ 680 31 iii GRAY SANOY S I L T WITH SOME CLAY AND GRAVEL (DfNSE) Top of IIlino/tln Gltlclol Till 4500+ 178 Ii ML GRAY CLAYEY SILT WITH SAND AND GRAVEL- (HARD) 4500+ IT7I9' Ii 670 S S.WP GRAY FINf TO COARSE SAND WITH SOME GRAVEL (VERY DENSE) (GLACIAL OUTWASH) 61 \I GRAY CLAYEY S I L T WITH SAND AND SOME GRAVEL 33 Ii (HARD)(TILL) 660 LAYER OF CLAYEY SILT WITH TRACE OF ORGAN I C MAHER 4500+ 95 III BOR I NG COMPl EHO AT 80.0 FEET ON 6-2-72 CASING USED TO A DEPTH OF 7.0 FEET 650 WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-34 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-17 EXPLANATION OF SnlBOLS USED ON BORING LOGS.
LABORATORY TEST DATA ~ BORING P-18 cnSffi ATTERBERG ........ ~
~~i IMITS SHEAR STRENGTH TIIUAXIAI. :"F1NED I'OCClT
"'z
=>",
>-t_
.......... "'U a.tl SURFACE ELEVATION 738.2
~~:::
'LASTIC It\.ASTltl CQM .."USIOtt PfttS1tON MCnIOIIlTr:1I
!!z oz ... lI:~
",...J ...
L.IMIT
... tat-.:, til ::, C1:t INDEX
~ a'
.:, 00 0
1::I::al 740 '" ~ ~" iil~ SYIIIBOLS DESCRIPTIONS 2500 8 II W!..!:...... LIGHT BROWN CLAYEY SILT .WITH ORGANICS (TOPSOIL) BROWN CLAYEY SilT (STIFF)(WEATHERED LOESS) 2700 23.7 96 5 II ML Top of Wisconsinan Glacial Til I 730 I-15.5 114 9 II LIGHT BROWN SILTY FINE TO MEDIUM SAND (LOOSE) SM I - 3360 1500 14.1 118 19 II BROWN FINE SANDY SILT WITH TRACE OF CLAY ML (STIFF) 720 8M BASE OF WEATHERED ZDNE*AT 19.0 FEET 25 II lolL GRAY SILT (STIFF)
~.
GRAY FINE TO MED IUM SAND (DENSE) (GLAC IAL OUTWASH)
...... SP 11.8 115 4211 GRADES WITH OCCAS 10NAl FINE SAND SEAM 710 ... :::f-.---
38 II GRAY FINE SANDY SILT WITH TRACE OF CLAY SHOCK
~,~ (HARD) 3000 15 II ~
700 TX/DY ML GRAY CLAYEY SILT WITH TRACE OF FINE TO COARSE SAND (ST I FFJ Top of Inlllrglacial Zonll c:L' 17 II DARK GRAY CLAYEY SILT WITH TRACE OF ORGANICS (VERY STI FF) 16.5 13.5 2000 17.7 104 10. ~ GRADES TO ST IFF LIGHT GRAY CLAYEY SILT WTTH FINE TO COARSE SAN 690 ML AND OCCAS 10NAL GRAVEL (STI FF) 9 II C SM SA PERM 4500+ 10 **~ 131 56 II I-- Top of Illino/tln Glac/al Till GRAY SANDY S I L T WITH CLAY AND SOME GRAVEL (HARD) 680 I"""i"u
..... ML ~
l( 4500+ 10.0 1"2 1!XYlt'. SM 670 4500 44 II
~
4500+ 5611 r-- GRAY CLAYEY SILT (HARD)
~
660 ML
~
4500+ 29 II f--- GRAY CLAYEY SilT WITH SOME FINE TO COARSE SANO AND OCCAS 10NAL GRAVEL (HARO)
~ 17Wa ~ 650 r'l500+ 10016"11
.~ 12" GRAVEL SEAM
?rolft'il 640 15CV5"1I GRADES WITH t-IJRE SAND 4500+ 11916"11 630 95i'6"11 6" BROWN FINE TO MED I UM SAND SEAM 4500+ II 21ft' II ML GRADES WITH t-IJRE CLAY 620 I"~uu+ 75 II SM 6/0 751ft'1i 600 4500+ 621ErIl 6" GRAVEL SEAM 590 4500+ 5stEr II BORING CONTINUED 580 CLINTO'N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-35 LOG OF BORING P-18 (SHEET 1 of 2)
LABORATORY TEST DATA ~ BORING P-18 CONTINUED
~
ATTERBERG (/)~~
,.=- ~ ~
SHEAR STRENGTH w....
........ " LI MITS O:z >-
",0:3: TRIAXiAL "w
~ ~
-.J k6~CONFI"'EO I'OCK[T O:",U
~~~
PLASTIC Pl.ASTiCITY COMPRESSION ,",yRES$ION I"£to[HlQMETt" Ll"-IT I"'DEl( o. ~z OZ"" o. iil ~
~ OJ 0:-"
~':I I>l .c:, OjJ. /dlJ.
00
- E U 0 SYMBOLS DESCRIPTIONS 580 W 4500+ 80 \I ML SM 570 4500+ 33 \I Top Of I.ocusfrine Oeposits GREEN SILTY CLAY WITH TRACE OF FINE SAND AND OCCAS 10NAL GRAVEL (HARD)
CL Top Of Pre-Illinoian Glacial Till 560 2OO<S'III BROWN ISH *GRAY CI AYEY S II. T WITH SAND AND SOME GRAVEL (HARD) (TILL) 12" BOULDER 550 4500+ 7 3" GRAY FINE TO MEDIUM SAND SEAM ~ ~ 540 I 4500+ GRAD ES TO DAR K BROWN BROWN CLAYEY SILT AND FINE TO COARSE SAND AND ~ ..... 530 4500+ OCCASIONAL GRAVEL (HARD) (TILL) ~ i::: 520 GRADES WITH MORE CLAY ~ ~ : lj I 510 I GRAY FINE SAND WITH SOME COARSE SANG I ~NO CINE GRAVEL
'"AY ; ",c TO COARSE SAND AND GRAVEL Tep :)F' :?::DROC:.(
.1 I
aROV/N ~ !r.'ESTONE.F1NE CRYSTA\L INE,FQSSILIFER01JS, 500 OPEN AND CLAY FILLED WEATHERED BEDDING PLANES, SPACEO 1/2 TO 2 INCHES I I GRAY CAlCAREOU:; Sf>At.E BLAe, rARBONACEOUS SHAI.E, TH IN 8EOOED, EXPANS IVE;
.'[CAe IDNAI FRACTURE 490 I GRAY CALCAREOUc. SHALE WITH NUMEROUS CALCAREOUS TX/OY IN[~US IONS:OCCAS 10NAL FRACTURE WITH SHOCK I I SL IC,(ENS ICES 6R c l<NISH*GRAY '. "IESTONE, FINE CRYSTALL INE; 480 TX/OY RES I I NUMEROUS IRREGULAR SHALE PARTINGS r,PADES SHALEY FOSS I L I FEROUS i OAR"'- (,R.\Y ':HAl.E \-/1 TH ,:)Ot~E CARPONACEOUS II "ATE'.IAL,r,RADES C,\LCAREOUS IN ZONES,
')CCA-:: !0NAL FOSSll.IND1STINCT BEDDING,
~lUI)t:::~IjS SLICKENSIDES,EXPANSIVE 470 TX/OY SHOCK 2.0 167 GRADES TO GRAY SILTY SHALE WITH "TE;:8EOOEO lAYERS OF SILTSTONE AND ,:ARfONACEOUS :HALE LIGHT GRAY SILTSTONE.(POSSPEDDEO,MASSIVE, cE'" FRACTURES
- 6. ~xl0 460
';OR ING COMPLETED AT 279.5 FEET ON 6*3-72 (AS I NG USED TO A DEPTH OF 5.0 FEET WATER LEVEL NOT RECORDED, CLINT 0 N POWER STATION UPDATED SAFETY AN~LYSIS REPORT FIGURE 2.5-35 NOTE:
SEc FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-18 EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 2 of 2)
LABORATORY TEST DATA
~ SGRtN&-,P49
~
a(3 SURFACE ELEVATION 734.5
~~
\:)~
CiI~ SYMBOLS DeSCRIPTIONS 10 Ii I-M!=-i L I G H T , W ' l l fi I L T WITH SOME - 730 MO/I~:S( tO~~ AND GRAY CLAYEY SILT WITH TRACE 1200 5 Ii ML I OF:! ~9. MED~Uf1_~~ND (MEDIUM STIFF) (LOESS) il;\ OF WEArii'ERED ZONE AT 12.0 FEET 7 Ii GRAD BROWN WITH LESS CLAY Alfu MORE SILT CL Top of Wisconsinan Glacial Till 720 ~ 7 Ii ~ GRAY SILTY CLAY WITH TRACE OF FINE TO MEDIUM 1900 H~~FtND OCCASIONAL WOOD FRAGMENT (MEDIUM GRAY CLAYEY S I L T WITH SOME FINE TO COARSE SAND 4500+ 35 Ii AND TRACE OF FINE GRAVEL (VERY STIFF) I... ~ ML H 710 15 Ii GRADES STIFF WITH LESS COARSE SAND Ii: 10 Ii Top of Inf.rglacial Zon.
~ GRAY SILTY FINE TO COARSE SAND (LOOSE)
~ 700 1100 BROWN CLAYEY SILT WITH TRACE OF ORGANICS 6 Ii (MEgA~~E~T+bF6ARK BROWN GRAY SILTY CLAY WITH SOME FINE SAND (MEDIUM ST I FF) ~ 17 Ii DARK GREENISH-GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND (ST I FF) i::: 690 Top of Illinoian Glacial Till ~ 4500+ 110 Ii GRAY FINE SANOY SILT WITH SOM, MEDIUM TO COARSE SAND AN) TRACE OF CLAY (HARD) ~ 96 Ii ML GRADES WITH MORE FINE SAND ~ 680 42 Ii SM GRADES WITH LESS FINE SAND 4500+ 101 Ii 670 73 Ii GRADES WITH MORE FINE SAND 4500+ 125 Ii
.w GRAY FINE SAN') \,ITH TRACE OF SILT (VERY DENSE)
(GLAC I AL OUTWASH)
- GRAY CLA"YEY'SILT '>11TH SOME =INE TO COARSE SAN~
660 4S00* 106 Ii AN~ OCcASIONAL FINE GRAVEL (HARQ)(TILL) ML 4500+ W3" Ii 30R I % COMPLETED AT 8:J.) FEET ON 5-17-12 650 cAS I % U';E~ TO .\ JEPTH OF 7.5 "EET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-36 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-19 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
-- --- m! -.. .......
LABORATORY TEST DATA
.P-20
*'.m:
~ BORING Me! ATTERBERG MITS SHEAR STRENGTH
~~ ,.t_
~
~
SURFACE £L£IIi4TION 738.3 t;~~ f., **,Al. ::> ... 3~ Uf'CO'flU _u ct:"...
~~= ...
"-AUtO JILAITIC' LI." !!z oz k~
740 "'iO\ iii'¥... Ji1:! til! 00 s .. 0 C)~ _. ...it"~ - $YIIISOUI- --
* "~W ""'."" ",. "" ,u, -" ~,,>
.IGHPg~~e.\ll IlT INE SAND (STIFF)
;1=0 1900 22.1 98 8*. 61.t:;.' Till (WEATHERED lOESS) 730 ~6~nmn ~FSTIFF ClAJEY SilT 16.4 116 12 II OCCAS 10NAl SMALL lAYERS OF SilTY SAND WITH CLAY 15.8 119 61 II" BROWN S I l TY VERY FINE SAND TO FINE SAND (DENSE 720 SM 49 II SP GRADES WITH LAYERS OF ClAYEY SILT WITH SAND I-4S00+ 9.9 133 65 I : BROWNISH*GRAY C~AYEY SILT WITH SAND AND SOME GRAVEL (HARD 710 ML APPROXIMATE BASE OF WEATHERED ZONE AT 4500+ 451 i'!J.: 22.0 FEET
~.p GRAY VERY FINE SAND WITH SILT (MEDIUM DENSE) 11.1 126 27 I 700
?~ GRAY CLAYEY S I l T WITH SAND AND SOME GRAVEL 101 4500+ 32 1 Ii ML (VERY STIFF)
Top ., III'tlr,'.t:;.' Ztllltl 2600 3900 14.5 120 18 I GRAY S IL TY CLAY WITH SAND AND SOME GRAVEL (VERY ST IFF) 690 TRACE OF ORGAN I C MATTER GRAY FINE TO COARSE SAND WITH SOME GRA~U e 14.4 7.2 10.9 122 TWP I (MEOIUM OENSE) . 14' BROWNISH-GRAY SilTY CLAY AND CLAYEY SILT WITH 3400 3200 19.5 110 CL SAND ANO SOME GRAVEL (ST I H) 680 ML SEAM OF SilTY FINE TO COARSE SAND WITH 0' IIIIIIoi." 61.t:;.' Till 2300 12 I SOME GRAVEL ~ TOil ~ HO BRom:A~~LG~~XR8IAYEY SILT WITH SAND AND SOME 4S00+ 15.5 112 I ML I( 670 126 II f--- GRAY FINE TO COARSE SAND WITH SOME GRAVEL, ~ ..... SP OCCASIONAL COBBLES AND TRACE OF SilT (VERY DENSE) (GlAe IAl OUTWASH) 1021
- it 660 ..
SN ~ 12.5 122 SOl ~ I BROWNISH-GRAY CLAYEY -~llT WITH SAND AND SOfiE GRAVEL (HARD) (TILL ~ 4500+ 136IIr II lQ 650 4500+ 7.7 ~ 1100 110'1"1 ~ ! 10500+ tOO6*11 640 125I!r
- i':' 'I
~II lAYER OF SILTY SAND WITH GRAVEL 630 4500+ 110 II 'I!
IoS00+ 65 II 620 ML ~ I liZ I 4S00+ 9.) US 12" LAYER OF SAND 610 70 II 10500+ 600 4S00 8.(\ 140 O6flrl 590 ~500+ 6811 GRADES TO ~RAY 580 450(1 8.6 137 69 I BOR INC: CONTINUED CLINTON POWER STATION UPDATED SAF'ETY AN~LYSIS REPORT FIGURE 2.5-37 LOG OF BORING P-20 (SHEET 1 of 2)
LABORATORY TEST DATA ~ BORING P-20 CONTINUED 0'" r-ATTERBERG ~
~~~ SHEAR STRENGTH
~~ >- a~
LIMITS
",,,,~ T'lAXI"L ~~CONFINEO "'", >~- ..J
~~~
1t\"ASTIC LIMIT PLASnC1T'r COMPRESSION NPRESSIQN rct:~~!~l(1I
!!!z "'
OZ'" ~~ IHOEl(
- 1 m:t I!i:..!i..
",-, ra,',!, tt;, t-;,J; 00 0 iil ~
580 w :10 SYlt/BOLS DESCRIPTIONS Top Of Locustrine Deposits 570 4500+ 2911 .......--.., GRE l U6 S~o~~O~~A~~E ?e:~yS ~fTtF)LAY WITH SAND (RFWORKEO GLACIAL TILL) Top Of Pre-Illinoian Glacial Till I 00/6'. 560 4500+ 13.8 130 BROWNISH-GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (HARD) (TILL) 12" LAYER OF GRAVEL AND COBBLES 550 "<nn 73\1 ML I 25111'
- 540 4500+ 8,8 135 530 4 <r.n. BROWN SILTY CLAY WI TH SOME SAND AND GRAVEL (HARD) (TILL) 520 4500+ 13.9 124 GRADES WITH I-'ORE SILT h.
~ I( 510 GRADES WITH I-'ORE SAND OCCAS 10NAL SEAMS OF SAND ~ ~ ~ 500 4500+ 12.7 1'8 GRADES WI TH LESS SAND h. ~ It.I 490 4500+ BROWNISH-GRAY CLAYEY SILT WITH TRACE OF SAND At~ ~i~:g~~NAL GRAVEL (HARD) (ALLUVIUM) ~ GRAY CLAYEY SHALE, WEATHERED, l!mISTINCT
~ IRREGIILAR BEDDH,'G, HIGHLY FRACTURED WITH "I'MEROI.!S SL I CKE'JS I DES 480 8.3x1(;; 87% I Foi~~L~~~~D~~~ '~~~~~~~~D L: ~Ei~?'i~' OCCAS 10IlA I--- FRA5~~~h TO CALCAREOI'S SHALE WIT~
Ii'TERBEDDED LIMESTONE STR IIIGERS 262.8 TO 264.5 FEET. 470 97% I SHALE WITH f!IIMEROIiS 'mDULES AND STR HIGERS ARGILLACEOUS LIMESTonE, MASSIVE, 101lAL FRACTURE I-- K GRAY CLAYEY SHALE, ORGANIC IN ZONES tJUMEROUS Sli CKENS I DES ALONG CLOSELY SPACED ZONES OF WEAKNESS WITH VARY WG OR I ENTAT IONS 460 100% I GRADES I~ASSIVE WITHOUT SLICKEI1SIDES GRADES CARB0NACEOl'S FISSILE I-- GRAYISH-BROW'I SILTSTO"E, GRADES FINE SAt'DY I" ZONES, MICACEOUS THR011GHOUT, nCCAS 10NAL
~~~l'F~m~~gs OF SILTY SHALE, MASSIVE, HARD, 450 97% I
, I---
440 74% GRADES TO DARK GRAY SHALE WI TH NUMERO"S THIN SILTSTOIIE STRINGERS, MICACEOUS (HARD) I--- BOR I NG COMPLETED AT 305.5 FEET 430 ON 6-27-72 CAS I NG USED TO A DEPTH OF 5 0 FEET PIEZOMETER I NSTALLED ON 6-28-72 BORING FLUSHED WITH CLEAN WATER REFER TO FIGURE 2.4-36 FOR AFTER COMPLET ION AT 305.5 FEET. WATER LEVEL OBSERVATIONS. A 3/4 INCH PVC PIPE WITH AN 18 I NCH POROUS STONE TIP WAS INSTALLED TO ELEVAT ION 503.3. GRANULAR BACKFILL WAS PLACED FROM ELEVATION 432.8 TO 568.3;A BENTONITE SEAL FROM CLINTON POWER STATION ELEVATION 568.3 to 570.3;ANO CEMENT GROUT AND GRAVEL FROM ELEVATION 570.3 UPDATED SAFETY ANALYSIS REPORT TO 738.3. WATER LEVEL READ INGS DEPTH BELOW GROUNO SURFACE I N FEET Q.hll. FIGURE 2.5-37 58.0 8-3-72 58.2 8-22-72 LOG OF BORING P-20 ca I. NOTE: . o_~_7? SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYt~BOLS USED ON BORING LOGS. (SHEET 2 of 2)
LABORATORY TEST DATA c"' ATTERBERG SHE AR STRENGTH "'I-
~~~ LIMITS "'z
>-'=-
"';0 TRIAXiAL ~~CONFINEO P'OCKET
",,,,U .~
~~~ BORING P - 21 PLASTIC PLASTICITY COI.IPRESSION MPRESSION ,qyFtQIoIEfER LlI.IIT' ~Z OZQ.
lcl:t t"dl:t INOEX
~ 00 w to1 ;',', ~
tOJ'!f a~ 0 750 "'~ ::li'-' SURFACE ELEVATION 740.2 lit ~
~ )l
~ ~ SYMBOLS OESCRIPTIONS 740 2300 24. i M DARK BROWN CLAYEY SILT WITH ORGANICS (TOPso I L) 94 10 I i!il I /tiL BROWN CLAYEY SILT WITH TRACE 0' FINE TO MED IIJM SAND (STIFF) (WEATHERED LOESS)
IT ML 1600 16.5 113 5 I rop of Wisconsinan Glacial Till BROWN CLAYEY S I L T WITH SOME SAND 730 2080 1000 II c'L 1600 14.9 120 7 I AND GRAVEL 17.6 111 57 II I SM BROWN SILTY FINE SAND (DEljSE) GRAY CLAYEY SILT WITH SOME FI~IE TO COARSE SAND AND OCCAS 10NAL GRAVEL (HARD) 720 58 101 BASE OF WEATHERED ZONE 14.5 FEET 6600 2000 4500+ 31 I ML 10.6 128 710 28 101 ! 12" LAYER OF GRAY FINE TO COARS E SArJO
...... AND GRAVEL
-ML
~,~ GRAY F I"E TO COARSE SAND MID GRAVEL 4500+ 10.1 130 27 I ;';';"
(MED I!!M DE!ISE) GRAY CLAYEY SILT WITH TRACE OF FlflE TO MED I UM I'i SAND (VERY ST IFF) 700 17 101 Top of Influglacial Zom, C.L DARK GRAY CLAYEY S Il"f WITH TRACE OF FINE SAND (MEDIUM STIFF TO STIFF) C 16.6 4.4 ML 2000 18.4 114 8 II GRAY FINE SANDY SILT WITH TRACE OF MEDIUM TO 690 13 101 ML COARSE SAND AND OCCAS 10NAL GRAVEL (VERY STIFF)
.j
- h. 4500+ 90/6"11 rop of Illinoian Glacial Till
~ ! 4500+ GRADES TO HARD WITH 'TRACE OF CLAY I.( 680 10615" 101
+
ML ~ 4500 8,7 134 78 I S'M ~ 670 46 Ii .... ::;t' BROWN SILTY 'IHE TO MEDII'M SA"D (MEDIII~I DENS E) <::) h. ML GRAY CLAYEY SILT WITH SOME FI"E TO COARSE SAND 35 I AlID OCCAS 10f!AL GRAVEL (VERY ST IFF) ~ :'l:,: ML GRAY MJD BLACK CLAYEY SILT WITH FI'IE SAND MID TRACE OF ORGANICS (DENSE)
.... ~.~
~ 660 42 101 GRAY SILTY 'I'IE TO COARSE SAND (DE'ISE) ~ 12,600 6080 450J+ GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND A'JO OCC~S IOIJAL GRAVEL (HARD) II,I! 7.9 140 10015" I 2CJC\o15"1OI 650 4500+ 6.8 146 10CY5" I 4500+ ML GRADES WITH MORE CLAY 13516" ~ 640 :: 10.6 3,9 4500+ 6.5 10014' I 138 4500+ 130/G"1l i 630 1 20,400 8000 4500+ 8.6 136 100A" I GRADES WITH TRACE OF FINE SAND 4500+ 97 Ii 620 BORI'IC COMPLETED AT 120.0 FEET ON 5-19-,2 (ASP'l, I:SED TO A DEPTH OF 7,5 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-38 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-21 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
",fJ! ATU=~lRG SHEAI! STRENGTH ~!E I ..
i BORING P-22
.. ....... iii"':'
tti TIIIAX.... tJ..cGW_ ~w
- ..... 1 e_
§t kASTIO ....T....,
~~=
TO U ..,T $llllFM:E ELE'MTION 714.0 r..! let! O~" o~
~
':;;1 Iil':' aU 740 ~,
730 C 22.8 17.3 1000 22.2 97 1IIi~ 4.
$'II1II<<$
~
CL
........ I/E$CIIIPTION$
,~-, "" ",. " ""
AND FINE SAMO ORGANICS DE8RIS(TOPSOIL) ICITTLED LIGHT BROWN TO GRAY ISH-BROWN S IL TY CLAY WITH TRACE OF ORGANIC DEBRIS AND* FINE U/lD (SOFT)(WEATHERED LOESS) 13.2 112 10 * ~ LIGHT BROWN FIIIE TO HEDIUH SAND WITH TRACE OF S IL T (HED IUH D£N<;n 720 of W/.I:_/tHlft 6/(11:/(1' Till 4000 16.2 118
- 19. i'DIRK' BROWNISH-GRAY CLAYEY SILT WITH SOHE SAND AND TRACE OF GRAVEL (STIFF)
}SOO GRADES WITH ICIRE CLAY
" II 71q 2730 2000 r---- 1750 11.2 123 8. ML GRADES TO MED IUN ST I FF CHEH* 7 II 700 c 36.8 74 8. ~ TC¥I . , ',,"r,/(lt:i(l' z_
DARK GRAYISH-BROWN SILT WITH FINE ORGANIC DEBRIS (LOOSE) 1600 GREENISH-GRAY TO BROWN SILTY CLAY WITM SOME 611E SAND (HEDIUH STIFF) 690 C 12.4 5.0 270n 12.8 119 9. BLUISH-GREEN TO GRAY SANDY SILT WIT.. SOHE CLAY (HEDWH STIFF) I'GfA:' II/Ill./(Ift 61(11:/(1' Till . 4500+ 97 II ISH-BROWN SANOY SILT WITH SOHE CLAY AIID OCCAS 10NAL GR/lvEL (HARD) 680 IS,m 4/JOO '"--- 45DO+ 8.8 134 57 II ML l!! I.;: 670 SA 24 II
~ GRAY DARK BROWN TO BLACK SilT WITH ORGAIIIC DEBRIS SILTY FI'IE SAND WITH OCCASIONAl LAYERS 18.4 110 29.
SP OF SA~DY S Ii.. T AKD ORGAN IC DEBR IS (HEDIIIM DENSE) (GLAC IAL OUlWASH) ~ 16 II DARK BROWN TO BLACK SILT WITH HII'.II ORGANIC ~ lOt CONTENT (STIFF) ~ 660 ~X/DY 16.900 6000 4500+ 8.6 138 90.
~ GRAYISH-BROWN SANDY SILT WITH SOHE CLAY AND oeeAS IONAL GRAVEL (HARD) (T I LL) t::: OCCAS 10NAL SAND LENSES 120 II
~ 1 lei 650 >15. 0006000 r-- 4500+ 8.2 140 107. ~ 4SO:l+ 13Mr1l 640 !, IOCW'II 450Q+ 152 II 630 4500+ Ieom"II 4500+ 100 II 620 10.8 9.4 4500+ 5.7 141 136. ML 4500+ 9511 610 110 II 600 4500+ 79 II 590 4500+ 96 II 580 BOR IKG CONTINUED
- ON WATER SAHPLE OBTAINED ON 10-7-72 CLINT ON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-39 LOG OF BORING P-22 I
(SHEET 1 of 2) I
BORIN G p- 22 CONTI NUED LABOR ATORY TEST DATA 0'" ATTERBER G SHEAR STRENGTH w ... ,.. fJl~~ LI MITS O:z
- Ow >-~-
"'U
... o::%: TRlloIOAL UNCONFIN[O
~~~~~!n.
~~~
CONPP:ES,SIQN Ot.lPR[SSION PLASTIC PLASTtClT ~z OZQ. mJ," W
~ :!; DESCRIP TIONS LI~IT INO()(
00
.... ",</)
a:...J
~
Ibl ;,:, 0 SYMBOLS
'al1:1 ~U 580 w
- 19. 500 1',OOr B.5 1'7 98 I ML 570 ""'.........._ _-lTop Of Locu31rin a Oe;'asils REEI'ISH*BROWIJ SILTY CLAY WITH seME SA"D (HARD) 34 ti CL 560 *,_ _-I TOP Of Pre-Illine ian Glccic/ Till GRAYISH-B RcW" SA"DY SILT ITH SliME CLAY 450 0 + B.3 139 156 II M'D rCCASIIl'JA L ""E CPAVEI (HARD) TILL GRAD ES TO BROWN I SH *GRAY CO LOR 550 45~r+ 112 ti 540 450J+ 9.6 1 '6 138 I ML 530 INCREASED GRADES TO BROWN COLOR WITH CLAY CONTENT 79 ti 520
...... 4sr c+ 118 I I,
~~ i SA"D A"D C I"E ,RA, EL "R"" :22.'
5/0 221.5iEE T I I
~
..... 67 ti I 4500+
~ I C) 500 BCI'LDERS AND GRA'lEL I
~ I TOP 0" BEDRCCK
'S GRAY CALCARE,'I'S SHALE WITH ""MER,',"S CALCARE"I I.&J 490 1'1(1 "S I ,c "S, MAS S I\IE, EATH ER ED, r CCAS IU"AL lj I FRACT"RE "RADES TO GREE 'ISH-GRAY CC,LOR,III'MER'I'S 96% SL I CKE"S I DES ALONG 'RACTI'RE PLA"ES I, I
'TERBEODED IRREGULAR AND GRADAT IDNAL ZONES 480 14.5 x ,,5 F BRr:W'1 L P:ESTO"E A"O GREE l;H-r,RAY tl CALCAREG"S SHALE, l-')SSILll-E R::I"S THR(H'(;HOI'T I
I 44% WEATHERED DARK GRAY CARBO"ACEOl'S SHALE,IRR E"'LAR l'OISTI 'CT BEDDI"C,,' II'I'ERnl'S SLICKE"SI DES ALO'iG RA"DOM OR I [':TED ;RACTI'O,E PLA"ES 470 GRADES SILTY ,'*n:'CARBO'IACE;,1 S 98% GRAy S IL TSTO!'E ,II TH CCCAS 10"AL ',ODI'LE OF BRr"", L IMESTO"E,OCCAS IOI'AL FRACTURE LIGHT GRAY SILTY SHALE WITH I"TERBEDDED I RREGI!LAR LAYERS A~'O ':~DI_'LES OF BRr"Wi1 460 LlnSTn:'E, SOME FRACTIIRED ZONES WITH III'MERDI'S SL I eKE'lS I DES LIGHT GRAY SILTSTONE , MASSIVE,CROSS BEDDED; OCCAS IC"AL TH I" LAYERS OF BRnw:' SA':DST"t,IE; "l'MEROIiS TH I" SHALE STR INGERS, OCCAS IONAL 450 FRACTIJRE LIGHT GRAY SHALE 283.2 TO 284.2 FEET 100% DARK GRAY SILTy SHALE WITH l!llMERCIIS T~IN 440 S IL TSTONE STR I :'GERS PIEZOMETER INSTALLED ON 6-2B-72 BORING COMPLETED AT 193.5 FEET BORING P-22B, LOCATED 10 FEET FROM Of-I 6-7 -72 P-22A, WAS DRILLED TO A DEPTH OF 64 FEET, A 3/4 INCH PVC PIPE WITH REFER TO FIGURE 2.4-36 FOR CAS I "e IJSED TO A DEPTH OF 5.0 FEET AN 1 B I NCH POROUS STONE TIP WAS WATER LEVEL OBSERVATIONS. PLACED TO ELEVAT ION 670.0. GRANULAR BACKFILL WAS PLACED FROM ELEVAT10N 670.0 TO 679.0, A BENTONITE SEAL FROM 679.0 TO 6BO.5; AND CEMENT GROUT AND GRAVEL FROM ELEVATION 680.5 TO 734.0. CLIN TON POWER STAT ION WA TER LEVEL READ I NGS UPDAT ED SAFET Y ANALY SIS REPOR T DEPTH BELOW GROUND SURFACE IN FEET DATE
, B. 2
, B.4 B-15-72 B 72 FIGURE 2.5-39 NOTE: LOG OF BORING P-22 SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS~ (SHEET 2 of 2)
LABORATORY TEST DATA
~8! ATTERBERG SHEAR STRENGTH ......
IMITS O:z tn~i ..."'w e! 740
~~~
"';;I
\,1111 IT
'\.ASTIG I'l.ASTIGIT'Y
... IHOU:
d:~~~~ON ~=~:~ ~~Tl. til? tbl~ rc,! 11!
~z 00
~u
~
313 BORING P-23 SURFACE ELEVATION 732. i
~~
1:1 ~ Ql ~ SYMBOLS DESCRIPTIONS 730 10 a ~ eLA~hT~HEY SILT W.l TH ORGANICS - (30" TOPSOIL) 2 Ii ML I'OT1.J{fnflRr~ t~Rs~fAY CLAYEY SILT (VERY SOFT)
- TJ)p of Wisconslnon Glociol rill 10 Ii ML BROWN CLAYEY SILT WITH FINE TO COARSE SAND (MEDIUM STIFF TO STIFF .
720 eASE OF WEATHERED ZONE AT 15.0 FEET ..... 20 Ii - - GRAY FINE SA~DY SILT WITH SOME COARSE SAND ANO CLAY VERY ST I FF ltl~ 13 II ML SMALL AND SEAM OCCAS 10NAL FINE TO COARSE SAND SEAMS GRADES TO STIFF 7/'0 GRAY CLAYEY SILT WITH LITTLE FINE TO MEDIUM SAND (MED I UM ST I FF) 6li Top of Int.rglociol Zon. ~ BROWN CLAYEY SILT WITH TRACE OF ORGANICS 14 II (STIFF) ~ 700 ML I::) B tI GRADES TO MEDIUM STIFF WITH LITTLE FINE i::: ~ TO MEDIUM SAND GRAY CLAYEY SILT WITH" TRACE OF FINE SAND (HARD)
~
48 II 690 ~ Top of lllinoion Gloclol rill . GRAY FINE SANDY SILT WITH SOME CLAY AND MED I UM
~ 4500+ III II TO COARSE SAND (HARD) 4500+ 15211d'1I 680 ML 4500+ 5511 5M oeCAS 10NAL TH I N FI NE TO COARSE SAND SEAM 4500+ 25 II GRADES TO VERY ST I FF 670 4500+ 56 Ii r--- GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND AND OCCAS ICNAL GRAVEL 4500+ 87 II 660 4500+ 157/0"11 ML 4500+ IOOIi'Ii 650 82R!~Y6:g~PLETED AT 80.0 FEET CAS I NG USED TO A DEPTH OF 7.5 FEET WATER LEVEL NOT RECORDED.
CLINTON POWER STATION UPDATED SA F'ETY A.NAL YSIS REPORT ~ FIGURE 2.5-40 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-23 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
.,flffi ATIE:~T~RG SHEAR STRENGTH .......
"'z >-
~~i ... ~t_
.. .. "'U TIt'AI",,!..
,,,ualON ~~~TlJt
~N"INfD
~~~ ... BORING P-24
'USTIO "-ASTlel CO..... "[SSION oz ...
- , rc-,:t "i1!.
LIM,' INDlle
!i:..!i.
!!!z 00 750 "'cl ~.:, ~ :Ii"
" SlIRFACE ELEVATION 741.~
SYMBOLS DESCRIPTIONS 740 LIGHT BROWN CLAYEY SILT ITH BRO~MHWw~~-hlE~JJHLJm) VERY 700 5 Ii ~~+-:"""....j BROWN S I L TY CLAY WITH SOME SAND (SOFT) Top of Wisconsinon Glacial Till 2500 8 Ii GRADES TO MED I UM STIFF 730 GRADES TO CLAYEY SILT WITH SOME SAND BROWN VERY F I Nf SANDY S I L T WITH SOME CLAY .... 53 " (VERY DENSE) OCCAS 10NAL CLAY SCAMS ~ ~ 720 71 " BROWN AND GRAY S I L TY VERY FINE SAND (VERY DENSE) BASE OF WEATHERED ZONE AT 20.0 FEET 65 Ii GRAY VERY FINE SANDY SILT WITH LENSES OF SILT (VERY DENSE) ~ 710 4500+ 35 " BROWNISH-GRAY ClAYEY SILT WITH SAND AND SOME GRAVfL (HARD) . BROWN ISH-GRAY S I L TY CLAY WI TH SAND AND SOME 3000 GRAVEL (ST I FF) 16 " ~ i::: 700 IIIi Top of Inf.rglacial Zon. ~ ~ 17 Ii GRAY SILT WITH CLAY SEAMS (STIFF) ~ 14 Ii GREENISH-BROWN AND GRAY CLAYEY SILT WITH SAN!1 690 AND LAYERS OF SANDY CLAY (STI FF TO VERY ST IFF) . 26 II Top of Illina/an Glacial Till Ioort'li GRAh~¢N~~DsmV~~ m~~ mMITH TRACE OF 680 24 Ii GRAMMYa~ m~ W~E~t~~*~~~O ~mH '~DVERY ST I FF) GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL 670 15 " 94 II GRAY FINE SANDY SILT WITH TRACE OF GRAVEL 660 (VERY DENSE) BOR I NG COMPLETED AT 80.0 FEET ON 5-22-72 CAS ING USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-41 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-24 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
~ BORING P-25
~
a ::: SURFACE ELEVATION 740.9
~ ~
~ ~
iil ~ SYMBOLS DESCRIPTIONS 740 "uu 9 Ij
~
ML LIGHT BROWN CLAYEY SILT WITH ORGANICS - (8" TOPSOIL) II Ij BROWN CLAYFY SILT (STI FF) (WEATHERED LOESS) 730 2500 II Ii CL GRADES WITH TRACE OF FINE TO MEDIUM SAND Top of Wisconsinan Glacial Till
~
2500 12 Ii "~ GRAY S I LTV CLAY WITH SAND AND SOME GRAVEL 25 II f--- GRA~STC~:Y)EY SILT WITH SAND AND SOME GRAVEL 720 (VERY ST IFF)
~ ML -
28 Ij
~ 2600 il- GRAY CLAYEY SILT WITH TRACE OF FINE TO MEDIUM 710 II Ii SAND .AND TRACE OF ORGANICS (STIFF)
ML 1800 8 Ii CL
~ ~ GRAY SILTY CLAY WITH SAND AND SOME GRAVEL i::: 700 19 Ii CL (VERY ST I FF) ~ ""'~I-_-ITop of Influglaciol Zoo.
I ML GRAY Cl.AYEY SILT WITH SAND AND SOME GRAVEL
~ 8 Ii
'I--- DARK G~:DsEF~T~Ir:N~L~~ND WITH SOME c~;~IFF)
~ 7 Ii SM (LOOSE) 690 ' - - - - Top of illinoian Glacial Till
. - - LIGHT' GRAY SILTY FINE SAND WITH TRACE OF 50 II SM COARSE SAND AND CLAY (DENSE)
, c - - - GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND AND OCCAS 10NAL GRAVEL (HARD) 4500+ 142 II 680 ML I
GRADES WITH MORE FINE SAND 115 II GRAY FINE TO MEDIUM SAND WITH TRACE OF SILT S) r
'r"\
(VERY DENSE) (GLAC IAL OUTWASH)
.....-1...' ---..-,,---<- GRAY CLAYEY SILT WITH TRACE OF FINE TO MEDIUM
'610 14 Ci IVIL SAND AND TRACE OF ORGAN Ie MATTER 58 Ij I ~~ GRA~O~~~~ ~:~gY A~6L ~L~~TH (~~~~~ (~Lt~DIUM TO'
........4-....::.
..--n:,;;....j GRAY FINE SAND WITH TRACE OF SILT (VERY DENSE) 145 Ii ;:, r- (OUTWASH) 660 BORING COMPLETED AT 80.0 FEET ON 5-25-72 CASING USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-25 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA cnr3ffi ATTERBERG
.. BORING P-26 SHEAR STRENGTH 1M TS ~i ,..t_
- n~i TlUAX'IoL CO...."USIOH
=ON"NED
"'" P'K." ..........
,1:0'"
oz ... SURFACE ELEVATION 736.8
~~~
'\.II.$TIO ""A.TICIT'l NlTIIOMITU
... ret',., ~Z tin!
LIMIT
¥ INOU 740 "'c:l
~ ~ :.', m~ 00
- lEU '"
0 SYMBOLS. D£SCRIPTIONS 2600 12 I 730 1600 16.6 110 9 II 525 1000 22.1 105 4 I OF FINE TO GRADES TO SOFT 4500+ BROWN FINE TO f.0ARSF SA~O WITH SOME r.Q4VE'. h.. 720 10.9 124 3S II (DENSE) BASE OF WEATHERED ZONE AT 16.0 FEET Top of Wiscofl&jfltlfl Gltlcitll Till GRAY CLAYEY SILT WIT!! SOME SAND (VERY STIFF) ~ 4500+ 27 Ii GRADES WITH SOME GRAVEL ~ III GRAY SILTY CLAY AND CLAYEY SILT WITH SAND AND 710 SOMf GRAVEL (STIFF) 10 Ii ~ GRADES WITH MDRE SAND ..... 2400 IS I LAYER OF FINE TO COARSE SANO 700 of IfI'#lTgltlC/tll ZOfItI 14 Ii DARK GRAY CLAYEY SILT WITH ORGANIC DEBRIS r.R.\Y S IL TV CLAY WITH SAND AND OCCAS 10NAL GRAVEL C 9.8 11.6 ISOO 14.6 120 B II (MED IUM STIFF) 690 ;.&.._--' Top of Ill/floitlfl Gltlc/tll Till ~ 72 Ii LIGHT GRAY SANDY SILT WITH CLAY AND SOME GRAVEL (HARD) i::: GRAY AND BROWN FINE TO COARSE SANO WITH SOME ~ 680 9.8 126 I GRAVEL (VERY DENSE) (GLACIAL OUTWASH) 14,1 GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL 41 117 IZ (HARD) (TILL) r,'AY FINE TO COARSE SAND WITH SOME GRAVEL 5.2 PS I8211('1 (VERY DENSE) (OUTWASH) 670 4500+ 44 Ii GRAY CLAYEY S IL T WITH SAND AND aCCAS 10NAl GP.AVEL (HARD) (Till) 1!;700 50'0 9.3 135 I 65/S"1 660 "","...iI.I:....j r,RA1v~~~E DJ~S~jD I UM SAND WIT H SOME GRAVEL 156 Ii '4o~.;;;... GRAY CLAYEY SILT WITIl SOME SAND AND OCCASIONAL
- "RAVEL (liARD)
BOR ING COMPLETED AT 80.0 FEET 650 ON 5-16-72 CAS I NG USED TO A DEPTH 0 F 7.5 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-43 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR . EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-26
LABORATORY TEST DATA U)Sffi ATTERBERG LIMITS SHEAR STRENGTH "'I-O:z >-
~~i =>", ,..~- BORING P-27 UIAlUAl.
P'OC.U 0:"'"...
~~C;ONFIN£D 1-1-.-
~~~
f'l.ASTIC P\. ...STICIT'Y tONPR[5.SIOH liMIT IHDlX "PRESSION KlTl'IOliIlTtfl
~z oz 750 O:;;l
!i:.!i.
~-.:f bl ::,
h 71 .:, ~.:t
"- 00
~O '"0 SURFACE ELEVATION 742.9 SYMBOLS <<SCRIPT/ONS 740 - (TOPSO I TS 511 Top of Wisconsinon Glacial Till 15.6 115 BROWN SILTY CLAY WITH SOME SAND (MEDIUM STIFF) 1910 GRADES TO GREEN ISH-FROWN 100~ 13.9 120 7 I GRADES WITH OCCAS IONAL GRAVEL 730 BASE OF WEATHERED ZONE AT 12 FEET
.... C 10.4 6.8 11.2 126 8 I GRAY S IL TY CLAY WITH SAND AND OCCAS 10NAl GRAVEL (MEDIUM STIFF) ~ l.( 41 iii BROWN FINE TO MEDIUM SAND WITH OCCASIONAL GRAVEL (DENSE) 720 LAYER OF CLAYEY SILT GRAY SilTY SAND TO SANOY SILT WITH TRACE 17.3 118 145 I OF GRAVEL (HARD) TRACE OF ORGAN IC MATTER GRAY CLAYEY SILT WITH SAND (HARD) 127 iii 9" LAYER OF GRAY FINE TO COARSE SAND ~ 710 Top of Inftlrglacial Zone GRAY SILTY CLAY WITH SOME SAND AND OCCASIONAL 2200 12.1 124 12 I GRAVEL (STIFF) C 12.4 11.5 17.5 109 PI TRACE OF ORGAN IC MATTER 700 ~ 151
'GRAY CLAYEY SILT WITH SOME VERY FINE SAND (STIFF) i::: GRAY S I L TY CLAY WITH SAND AND OCCAS IONAL 1475
~ 15.9 114 PI GRAVEL (ST I FF) ~ 690 ~ SA 11.3 124 PI Top of lM~~~a~l;Wa~~~ ttrP GRAY VERY FINE SANDY SILT TO SILTY SAND WITH TRACE OF CLAY AND OCCAS IONAl GRAVEL 105 iii (HARD) 680 7.6 139 149 I ML GRADES WITH MORE CLAY 22 iii 8M GRADES TO VERY ST I FF 670 GRADES WITH LESS CLAY 9.8 130 17 I TRACE OF ORGAN IC MATTER GRADES TO FINE SANOY SILT 35 I 660 P.OR ING COMPLETED AT 80. a FEET PIEZOMETER INSTALLED ON 6-6-72 ON 6-6-72 TIP ELEVATION 685.4 CASING USED TO A DEPTH OF 7.0 FEET WATER LEVEL READINGS DEPTH BELOW GROUND SURFACE IN FEET 26.5 8-15-72 26.7 8- 29-72 REFER TO FIGURE 2.4-36 FOR WATER LEVEL OBSERVATIONS. CLINTON POWER STATION UPDATED SAFETY AIiALYSIS REPORT FIGURE 2.5-44 NOTE: SEE FIGURE 2.5-29B AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-27
LABORATORY TEST DATA
~ BORING P-28 enS! SHEAR STRENGTH
~
;~i
~~:n a 13~ SURFACE ELEVATION 736.8 740 11:;;1
~ ~
iil ~ SYMBOLS DESCRIPTIONS II Ii !--JIll-- liGHT eROWN CLAYEY SILT WITH ORGANICS M'L L PRJ~~p~mlY 730 1600 10 Ii C SILT WITH TRACE OF ORGANICS (STIFF)(WEATHERED LOESS)
- 5 Ii I.. __ --'I,Toov,," of Wisconsinon Glacial Till GRADES WITH SOME FINE TO MEDIUM CL SAND AND OCCAS 10NAL SAND LENSES ML 10... GRADES TO MED IUM ST IFF 54 Ii
~ 720 12" FINE TO COARSE SAND SEAI'I BASE OF WEATHERED ZONE AT 16.0 FEET l( 44 Ii GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND (VERY ST IFF) ML OCCAS 10NAL FINE TO COARSE SAND LAYERS 95 Ii SP 710 12" FINE TO COARSE SAND SEAM 3700 21 Ii I- DARK GRAY AND BROWN CLAYEY S IL T WITH TRACE OF FINE TO MED IUM SAND AND ORGAN ICS ML (VERY STIFF) ~ 2700 10 iii 700 ~ 10 Ii TtIp of Interglacial Zon. ML DAR~si~~~~ CLAYEY SI'_T WITH TRACE OF ORGANICS 2500 13 Q 690 GRADES WITH SOME MED IUM TO COARSE Tap af '}'~?noian Glacial TIll ~ 28 Ii LIGHT GRAY FINE SANDY SILT WITH TRACE OF i::: MEDIUM TO COARSE SAND AND CLAY (VERY STIFF) 81 Ii ~ 680 GRADES TO HARD liJ ij 162IIO"1i r:-:cc:-:-:T-------,S"";~P-, r.RAY FINE SAIIO (VERY DENSEJ(GLACIAL OUTWASH) 150 Ii , IGHT GRAY FINE SANDY SII.T WITH TRACE OF 670 MED IUM TO COARSE SAND AND CLAY (HARD) (TiLL 102 Ii ML GRADING WITH IJ()RE FINE SAND AND CLAY SM 10014'101 660 ~~r---r---+---+---+---~---+--~--~ GRADES WITH IJ()RE S I L T 19OI!i'1i BORING COMPLETED AT 80.0 FEET ON 5 T2 650 CASING USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-45 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-28 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST BORING P-29 SlIRFACE ELEVATION 7
37.0 DESCRIPTION
S ML 7/0r--+---+---+--~--+---+---~--;-~ 16.8 9.2 2750 7.5 121 12.~ GRAY SILTY CLAY WITH SAND AND GRAVEL 7t'J/'l ~Ii'm..wt--VI..---i Top of Inl.'(1/ocia/ Zon. GREENISH-GRAY SANDY SILT WITH TRACE OF CLAY 114 AND GRAVEL 16.3 7.2 2580 17.3 III ML 11.8 124 16 III Top of lllinolon Glociol TII/ r-- GRAY CLAYEY SILT WITH SOME SAND Arm GRAVEL 8.7 104 670~-+---+---r--~--+---+---~--;-~ 17.7 11 n In ,~ 550~-+---+---r--~--+---+---~--;-~ (HARD) ..... []
~
~6 ~ ---
~*5'~'O*~.--~----+----+----+----~---+----+----+----i 4.8 149 Ol (VERY HARD)
CD ML 11.0 5.7 9.9 134 [JJ (VERY HARD) 10.1 136 rn [)) 141. m GRADES ~ORE CLAYEY 11.2 4. 5 '0, nnn. I n ?I I 138 138
- CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS REPORT NOTES:
A PITCHER SAMPLER 3.0 INCHES IN OUTSIDE DIAMETER FIGURE 2.5-46 AND 2.9 INCHES IN INSIDE flIAMETFR WA~ USED IN THIS BORING TO OBTAIN UNDISTURBED SAr~PLES. LOG OF BORING P-29 SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 1 of 2)
LABORATORY TEST DATA t! BORING P-29 CONTf"NUED lit
.,~! ATH:l'ri RG SHEAI! STRENGTH Wi ,. B::
)loot: ...
- ~i 'unle uMCOtU'INlD ~~ ..
.. .. m"y .
n,IAlIIAL ..... f
........ '1. 011: . . . .
.",.ITIC,I" COM'*U.IOW
~z cz ..
~~~
m:t tit!. i8 i!l IoUtilT u"OI)C Cd til~ ~~ SYIIIIDL8 <<SCIfIl'TIONI c 11.7 35 7.6 '4' rn GRADES CLAYEY
'0 III ML rop Of ~.-II/1"Qit1" 6/ot:iQ/ rill 56'0 BLACK AND GRAY CLAYEY SILT WITH TRACES OF SAND III ML 0
4500+ I~ . GRAY S IL TV CLAY WI TH SAND AND GRAVEL 0 C '4.9 116 III 520 15.7 116 [!] C 9.7 16.9 a~OWN SANOY S ILl WITH CLAY I 51 0 C ill TOP OF BEDROCK LIMESTONE .. 500 BORING C0MPLETED AT 232 FEET
'l~J 4-23-]3 CAS I NG USED TO A DEPTH OF 5 FEET GROl'NO WATER NOT MEASURED CLINTON POWER STATION UPDATED S~F"ETY A~~LYSIS REPORT FI GURE 2.5-46
.. MOTIf LOG OF BORING P-29 USED TIll-COilE IIOLUII liT - lID CORE SAMPlE OIUI.D. (SHEET 2 of 2)
LABORATORY TEST DATA
,...t:_
BORING P-30 SURFACE ELEVATION 737.0
"' ..
oz o SYMBOLS DESCRIPTIONS 8 I!
~ DARK BROWN CLAYEY SILT WITH SOHE ORr.ANICS (TOPSO I L) 730~__+-1~6~.3~_1~5~.3~__ -+__~____~~17~0~0~~2~4~.6~~9~9~ 51! MOTTLED YELLOWISH-BRCWN AfID GRAY CLAYEY SILT WITH TRAcE OF FINE TO MEDIUM SAND ML (WEATHERED LOESS) 131 (LOOSE)
GRADES WI TH GRAVEL Top 01 Wls-.slnon Glacial Till 351 GRAY CLAYEY SILT WITH SOHE FIIIE TO COARSE SAIID (HARD) 281 GRADES WITH OCCASIONAL THIN SAI:D ML LENSES 10.7 9.4 191 GRADES WITH TRACE OF ORGAIIICS 331 ****** "sP GRAY FINE TO COARSE SAND WITH TRACE OF SILT myW~Tt T~R~~~E(j~A~~AmR¢l!gE~SE)
****** ~ (MEDIUM DENSE) 4500+ 15.3 118 65 I! ML GRArA~~:~E6F S 700~~--4---~-+--+---~--~-4--~ r--- Top 01 Intllrglaclol ZOIN 900 2250 15.7 118 171 ~RAY CLAYEY SILT WITH SOME FINE TO CcARSE SAfID ML AND FINE GRAVEL (VERY STIFF) 13.8 9.7 16. I 116 171 GRADES WITH GRAY SILTY FINE TO MEDtt!M 690~-+--~--+-~--~--~--~--+-~ SAND LENSES BLUE-GREEN SILTY FINE SAND WITH TRACE rF CLAY 141 GRAY FINE TO MEDIUM SAfiD WITH SOME SILT (LOOSE) ..
962 3960 4500+ 1\;8 126 241 Top 01 illinoian GlacIal Till LIGHT GRAY CLAYEY SILT WIT!! SCME FHlE TO COARSE SAND AND aCCAS 10NAL FINE rRAVEL .... 6411 GRADES WITH aCtAS IONAL POCJ<ETS OF SANOY SILT WITH ORGMlICS ~ ~ 11.4 1.7 670~-+--~--~--+--4---4--~---4--~ 4500+ 9.9 136 271 ML SILT POCKETS GRADE CUT 1720 10.9 130 591 ~ 4446 5400 2500 30.3 88 26 I f-:-:.:-- P. ~ BROWN CLAYEY SILT WITH TRACE OF FINE SAND MD ~ 660 ... ~ ORr.AN ICS (VERY STIFF) i:;:. 4500+ 56 I! ~ GRAY FINE SAND ~ . ..:.: rMSpL GRAY CLAYEY SILT WITH SOME FINE TO COMSE SAND AND OCCAS 10NAL GRAVEL (HARD) IIJ 650 1--4_--I_--I:.----+_-+_--+_~I---I____I100/5* B ..... ~ GRAY FINE TO MEDIUM SAIID WITH TRACE OF SILT i;:l (VERY DENSE) 8.0 8.5 GRAy CLAYEY SILT WITH F IHE TO COARSE SM'D 7.5 146 100/8"11 AND TRACE OF FINE GRAVEL GRADES WITH STRINGERS GRAY CLAYEY SILT GRADES WITH OCCASIONAL COBBLES Ar:D GRAVEL 4500+ 150/4"111 150/4" III 630~-+---+--~--+-~--~----~~--~ 4500+ 9.3 4.1 4500+ 6.8 150 150/8"1 620 ML 8584 4500+ 8.1 136 200. 4500+ 9.8 134 1571 GRADES WITH TRACE OF ORGAN ICS 610~-+--~--~--+--4--~--~~~--~ 8730 8640 4500+ 8.0 136 103/9" I! 10.4 4.5 7.5 137 2ZOl! 600~-+--~--+-~--~--~--~--~~ ORGAN ICS GRADE OUT 4500+ 2001 1601 4500+ 2101 9.8 5.7 4500+ CLINTON POWER STATION r-___U_P~O_A_T~E~O__S~A__F~E_T~y__A_N~A~L~y~S~I~S~R~E~P~O~R~T__~: FIGURE 2.5-47 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-30 (SHEET 1 of 2)
I:! LABORATORY TEST DATA ~ BORING P-30 CONT'O cnSffi ATn~rT~RG SHEAR STRENGTH .......
"'z
,.. ~~
~~i .........
;0 ... >-t:_ ~~
TIIU.U: ... \.. g:CONflN[O
~~~Tl"
"'<IIU ()~
0" PLASTIC I"\,.ASTICIT'f COMPR[SS-ION MPRf.5S1ON
~~~
- , tl:t
~z LIMIT \HOtX fl:.!i. 00 iil~ SYMBOLS DESCRIPTIONS
"'rj 01-,=' ~ dl:t ~u 0
580 ------:t 4500+ 1191 ML
~ Tap of Prtl -illinoIan Glacial Till
..... 3816 8640 4500+ 16. I 114 401 MOTTLED GRAY AND BROWN CLAYEY S I L T WITH SOf'E ~ 570 FINE TO MEDIUM SAND AND OCCASIONAL FINE l( 4788 14.3 120 43. ML GRAVEL (HARD) GRADES GRAY ISH-GREEN WITH COARSE SAND ANO GRAVEL GRAOES WITH TRACE OF ORGAN ICS
~ ~
560 16.3 19.8 4500+ 14.5 122 511
- GRADES BROWN ORGAN I CS GRADE OUT GRAYISH-BROWN SANDY SILT WITH SOME CLAY AND 4500+ 100/s". GR:tIVEL (HARD)
I::)
..... 4500+ 125/4"~ GRADES OARK GRAY GRADES WITH MORE GRAVEL ~ 550 ML GRADES WITH MORE CLAY ~ 4500+ 17.3 127 100/4". ~ 4500+ 8.3 GRADES BROWNISH-GRAY WITH LESS SAND 9900 135 100/5".
540
- 11. 0 13.6 4500+ 8.7 137 210.
530 BOR I NG COMPLETED AT 200. a FEET ON 9- 5-73. CASING USED TO A DEPTH OF 14.0 FEET. WATER LEVEL NOT RECORDED. 520 I I CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT I FIGURE 2.5-47 LOG OF BORING P-30 (SHEET 2 of 2)
LABORATORY TEST DATA
",sffi ATTT~~~RG SHE AR STRENGTH
...... .. I!? BORING P-31
~~i
~~
..... "'iii"
...=", ,.!:: .. ~
a ::: TRIA.IAI. =N1INtD SURFACE ELEVATION 736.B
~~:::
toM'RU'tON
'",UTI\: "'A"tel ""f1l1OH .IIlT**,TtIlll oz ..
... m:t til!
LIMIT INDU ~z
~ 00 w
",oJ 71",:, il ~, 0 ~ ~
740 ::a!
~o 1i!. ~
~
SYIIIBOLS DESCRIPTIONS
~ .IGHT BROWN CLAYEY SilT WITH SOHE ORGANICS 730 3000 51 ML IBRO~~O ~S?I l)
CLAYEY SilT WITH TRACE OF FINE OCCAS 10NAl GRAVEL (VERY ST IFF) SAND AND i--- (WEATHERED LOESS) 20. SM ELLOWISH-BROWN SILTY FINE SAND WITH OCCASIONAL FINE GRAVEL
.... I- GRADES WITH TRACE OF CLAY 720 491 ....
.... IGHT BROWN FINE TO MEDIUM SAND WITH TRACE OF
.... SP SILT ANO GRAY CLAYEY SILT LAYERS (DENSE)
.... GRADES WITH LAYERS OF GRAY SANDY SILT 5l)1 WITH CLAY GRADES WITH TRACE OF FINE GRAVEL AND MORE SILT 3000 710 11.8 11.3 15. I 120 121 D~~ of Wlsconsll/Oll G'acl,,' TIll GRAY CLAYEY SILT WITH SOME FINE TO MEDIUM SAND AND OCCASIONAL FINE GRAVEL (VERY STIFF) 2340 3000 13 .4 122 13.
3000 14.2 121 ML 700 12. 4500+ 22. (HARD) 15.5 11.0 2000 21.2 106 690 Top of Interglacial Zon" 13~E CL iDAR GREEN SILTY CLAY WITH SOME FINE TO MEDIUM AND TRACE OF GRAVEL (STI FF)
- 36. ~ ~RAY FINE TO COARSE SAND WITH TRACE OF SILT AND FINE GRAVEL (DENSE) o n ID~~ °U/~h, ~'.U'~ GlacIal TIll 680 4500+ ]20 126. GRAY SANDY SILT WITH SOME CLAY AND TRACE (IF FINE GRAVEL (HARD)
..... 4500+ 148. ~ 4: 15.2 4.5 100/g'. lAYER OF GRAY SilT WITH TRACE OF CLAY AND 670 FINE SAND ~ 9036 5000 9.8 134 341 GRADES WITH COARSE SAND AND OCCAS 10NAL COARSE GRAVEL 4500+ GRADES WITH GRAY SAND LAYERS ~ C') 660 1OO/ld'. ~ 165. LAYER OF GRAY MEDIUM TO COARSE SAND WITH ~ 9.6 6.9 TRACE OF SILT AND FINE SAND It.J 650 4500+ 7.1 1OO/6"fij ~ ML 4500+ 150/6"fij 640 200M'" 100/~' I GRADES WITH POCKETS OF GRAY FINE TO MED IUM SAND 630 NON-' AST IC 4500+ 150/4"
- GRADES WITH MORE CLAY 4500+ 180/g'.
620 100/S'1 4500+ 4500+ 140. 610 10.5 7.3 8.2 IBO/~'I 4500+ 137 160/6"
- I-§f.... IU~" FINE SAND WITH TRACE OF SILT AND FINE iOARK GRAY SANDY SILT WITH SOME CLAY AND FINE GRAVEL (HARD) 600 4500+ 7.2 140 103/6'"
4500+ los/g'. 590 10.6 ~. q 4500+ 7.4 141 195/10'" ML 18500> 8640 4500+ 7.1 139 IBO/IO"1 GRADES WITH MORE FINE SAND AND CLAY 580 4500+ 7.9 139 IBO/lt'l CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.5-48 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-31 EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 1 of 2)
i BORING P-3l CONT'D LABORATORV TEST DATA
...t;=:;
a! !Si
- ATT~r~IIG IMUII ITIIIH8T1I 580
=2= ~a .. ..
LIII" ..... -~
;;--: It iii ... 1i1~ iii ... ;I ...
t;:.. ,.!:.
., il Ii' I
'500+ 180/11-S70 10.3 10.6 10500+ 11.2 127 "I:I.i: 560 "500+ 170
* 'It/tltII Ift-lIIi1111it1t1 GI<<i" 7111 "500+ 12.7 IU 62
- MDnU:D ILUISII-GllEEN CLAYEY SIlt VIlli SOME FINE to MEDIUM S"IIO AND GRAvEL (tWlD'
- t
.... '500+ \!OIff'
- GlWlES GRAY ISII-IIlOWll GlADU WITH LESS CLAY
- t 5!10 I/o.' 8.5 "500+ 10.1 13/0
.-.'ft'
~
'11>>/3 GRAY FINE to COARSE SAND WITH SOlIE FINE GRAVEL
§ (¥tRY DENSE)
-rr 540 10500+ ,.1 DARK GRAY SANDY S IU WITII SOME CLAY (tWlD, 13Z ~ "500+ ~
IORI", COIIPlETED AT 200.0 FUT SO ON ,.Io*n. CASI", USEO TO A D£PTH OF 5.0 FEET. WA'ElI LEVEL NOT RECORDED. 520 PlEZOIElEll IIISTALUO 011 ,-11-71. OOIUIIG VAS FlLLlO VIlli CRAWL . . UALlII VIlli IElIllIIIlll 111 Ist.O FEET AI1U FLUSHIIIG VIlli CUM VAlEll. A Z ItICII PVC PIPE VIlli 1IIE LOWEll END PL~D . . 1IIl LOWEll lot.O FUT KIlfUllAlEO VAS INSTALLlO to ELlVATIOli 577.1. UANULM IAtUI LL VAS PUCED fIIOII ELlVATIOli 577.1 to 686.8. A OENl1INllE SEAL FROII ELlVATlOII 686.8 to 688.8; MIl CEllENT GIlOUT fIIOII ELlVATIOH 688.8 to 71/0.8. VAlEll LlVEL MADIlIGS DEPTH .ElOII cao.o SUl!FACE IN FEET !!!1 25.1 ',"zt-71 25.1 1I-IS*n ZIt.S 11-3'-71 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-48 LOG OF BORING P-31 (SHEET 2 of 2)
LABORATORY TEST DATA BORING P-32 SURFACE ELEVATION 737.4 SYIIIBOLS DESCRIPTIONS 3000 101 ~I*- (TOPSOIL) CLAYEY SILT WITH ORGANICS 1000 81 I BROWN CLAYEY SILT WITH TRACE OF FINE SAND
- '--- (ST IFF) (WEATHERED LOESS)
Top of Wisconsinon Gloeiol nil 2500 13.9 123 14. MOTTLED LIGHT AND DARK BROWN SILTY CLAY WITH SOME FINE 'TO COARSE SAND AND GRAVEL (MED IUM ST IFF) 201 CL GRADES TO LIGHT BROWN GRADES DARK GRAY AND WI TH MORE SAND 2500 15. 5 115 9. 90,Z COBBLE LAYER AT 24.0' 710~-+---+---+--~--+---4---~--~--; 2250 15.9 119 91 - GRAYISH-BROWN SILTY FINE SAND WITH TRACE OF SM r-- CLAY AND POCKETS OF GRAY SANOY S ItT (LOOSE) 71 7 ..... ,., 1500 Top of Intllrgloeiol Zontl GRAY SILTY CLAY WITH SOME FINE TO MEDIUM SAND 121 AND GRAVEL AND ORGAN ICS 1500 CL GRADES WITH OCCAS 10NAL COBBLE ORGAN I CS GRADE OUT 2500 71 10437 3888 8.8 137 20 ~ BROWNISH-GRAY FINE TO COARSE SAND WITH TRACE L:::i.vv OF SILT
",,~- 71Jp of IIlinoitln Gloeitll Till 4500+
!SOl II II v_L.-l GREEN SILTY CLAY WITH TRACE ILl OF FINE AND COARSE ML GRA~A~~N~~D S~~~V~~TH 12.8 14.5 123 120 101
~.
sp (HARD) SOME CLAY AND GRAVEL BRO~~A~~D o~R:i N~E~!~~ I~D C~mE (t~~MITH ~~ ~ 4~ LIGHT GRAY SANDY SILT WITH TRACE OF CLAY AND
~~ ~I 670~-4---+---+--~--+---4-~~--4---; FINE GRAVEL (HARD)
GRADES WITH OCCAS 10NAL SAND STR INGER
~ 4500+ 6" COBBLE AT 69.5'
...... 11.3 10.8 8.4 ,136 GRADES WITH TRACE OF ORGAN IC INCLUS IONS TX/DY 7.9 135 "~ I GRADES WITH MORE SAND AND GRAVEL 650~-+__-+-_~__ -+--+_--l_45_00_+-+-_4---II40NI i I 11.3 6.6 4500 .. 6.7 138 GRADES WITH OCCAS 10NAL COBBLES 7697 6480 6.4 138
,.,,., 9.9 4.7
_6*~,~O.---~~-+---~---1----+-----+-----~---+ 4500+ ____~ 7.0126 I 150/4'1!I
! I,ll i
GRADES WITH LESS GRAVEL 4500 .. !D I I 'COBBLE AT 101.0' 4500 .. 7.3 135 1631 ML 10.9 8.9 4500 .. 6.9 140 IJ I 4500 .. 7. 1 139 167/11". 620 i TX/Dl 4500 .. 9.6 133 IJ 610 7.7 139 131/9"1 GRADES WITH MORE CLAY IJ 3" LAYER OF SILTY FINE SANDY AT 130.5' 4500+ 25.2 120 1M/II". GRADES WITH LESS CLAY 10.6 7.8 8.5 136 IJ CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-49 NOTE: LOG OF BORING P-32 SEE FIGURE 2.5-298 ANO FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 1 of 2)
LABORATORY TEST DATA
~ BORING P-32 CONT'O
~
(l)f3~ ATTERBERG SHEAR STRENGTH w>- a~
>->-:0::
"'<<;;0 LIMITS TR.AlIIAl
<<z
=>w
~
,..~-
<<"'U ~~
~eON"N[D
>->-to
~"~:~~n:" !!!z COMPRESSION
~~~
PLASTIC PLASTICITY ~PfIIUSION LIMIT INO£)( OZQ. tdl:t w
<<oJw tal .!, tol ;,', tel
~ 00 2° 0 Qj ~ SYMBOLS DESCRIPTIONS 580 11.0 5.2 4S00+ 163/0' I ML111111570 14SOO +
Top of Pre -illinoian Glacial Till MOTTLEO BROWN ISH-GRAY a!D GREEN CLAYEY S Il T IJ WITH SOME FINE TO MEDIUM SANU eND LkHvtc (HARD) 560 150/4"' ML GRADES WITH MORE SAND AND GRAVEL 4" SAND LAYER AT 179.0' ..... 550 TXIDY 14.0 17.8 ~ 4S00+ 10. S 131 IJ GRADES DARK GRAY AND WITH COARSE SAND l( ~ 540 Ii 4S00+ 1I0/S" GRADES MOTTLED GRAY AND BROWN ~ ...... 530 I~ Top of PrtJ-l/linoion Lacustrins Oepos/t ..... TX/DY GRAY ISH-GREEN FINE SANDY SILT ~ 668 2 14976 4S00+ IS.9 III IJ ML ~ ~ 520 ~ BROWN CLAYEY Sill WITH FINE TO COARSE SAND RES 4S00+ 1571 AND GRAVEL (HARUj ML 510 I 42S0 1,1 GRADES WITH MORE CLAY
- l~
~ BROWN ISH-GRAY LIMESTONE, COARSE CRYSTALL INE.
NUMEROUS SHALE PARTINGS, WEATHERED OPEN AND CLAY FILLED BEDD ING PLANES 150/0 5qO
~ BLACK HIGHLY CARBONACEOUS SHALE, THINLY LAM I NATED BOR I NG COMPLETED AT 240.0 FEET ON 490 9-28-73.
CAS I NG US ED TO DEPTH OF 4.0 FEET. NO GROUND WATER LEVEL RECORDED. CLINTON POWER STATION UPDATED SA F'ETY ANALYSIS REPORT FIGURE 2.5-49 LOG OF BORING P-32 (SHEET 2 of 2)
LABORATORY TEST DATA V)8~ ATTER BERG LIMITS SHEAR STRENGTH "'>- BORING P-33
<r: z
~~~
",0'" PLASTIC TRIAXIAL COMPA(SSIOI1
~/,jCOtHINED UPRESSIOk POCHT "'W
)-
Il:
>-Q.W PLtH$~~iITY
... 'L.!. ~ ~z SURFACE ELEVATION 734.6 0 0-WVl LUJIT
~ 00 c:;;j ~l ;:*t :T:
'I.
'Ol.!, dl 740 Cl ",0 SYMBOI.S DESCRIPTIONS 3000 9& CLAYEY S I ME OHGAN I CS (TO L) 730 2000 91:1 CLAYEY SILT 1'1 H TRACE OF ORGANICS (VERY ST IFF) (WEATHERED LOESS)
MOTTLED BROWN AND GRAY SILTY CLAY (STIFF) 2500 Pi+-';";;'-.4 Top of Wisconsinan Glacial T/~I 12.4 8.6 16.8 117 1311 BROWN CLAYEY SILT WITH FINE TO COARSE SAND MID OCCAS 10NAL GRAVEL (VERY ST IFF) 720 1011 GRAY CLAYEY SILT WITH SOME FINE TO COARSE 2750 SAND (VERY STIFF) 2500 15.0 120 liB ML GRADES HITH OCCAS 10NAL FINE GRAVEL 7/0 z ,00 911 k 12.2 1500 lJ.J 9.0 18.0 112 8D GRADES TO ST I FF
~ 700 I,UU lOll Top of Inferqlaciof Zone DARK GRAY CLAYEY SILT \>11TH SANOY INTRUSIONS
- (ST
- FF)
....... 1500 811 18.1 111 GRADES TO GRAY ANO WITH MDRE SAND C) 690 1011 GREENISH-GRAY SILTY SAND WITH OCCASIONAL ..... GRAVEL (LOOSE) k Top of Illinoian G facial Till 11.4 3.0 4500
~ 8.0 138 ISO/IO'ft GRAY CLAYEY SILT IViTH SOME SAND AND GRAVEL lJ.J 680 (HARD) I00/6" a ~ 4500 7.9 139 ML U C 139 152 !:I 131 670 140 !l GRAY FINE SILTY SAND WITH SOME FINE GRAVEL 32 D (MEDIUM DENSE) WOOD FRAGMENTS 660 99 II SP GRAY FINE TO COARSE SAND \>11TH SOME FINE GRAVEL (VERY DENSE) 9.7 7.9 45004 GRAY CLAYEY SILT \>11TH SOME SAND AND GRAVEL I 25/6" II (HARD) 650 100/5" II ML 4500 7.6 143 I 00/5" II 640 BOR ING COMPLETED AT 89.0 FEET ON 8-10-73. CAS ING USED TO A DEPTH OF 5.0 FEET.
\>lATER LEVEL NOT RECORDED.
630
- -------"<~
CLINTON POWER STATION 1 UPDATED SAFETY ANALYSIS RfPORT 1 FIGURE 2.5-50 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION. OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-33
-;~
_.. -- -~ LABORATORY TEST DATA OW
~
BORING P-34 WOO ATTERBERG SHEAR STRENGTH w .... II>I-w II MITS "'z >- ::, V)
""ooI TRIA)(ttoL ur,C0NFlNEO "'w >-~- 3 I.u SURFACE ELEVATION 737.2 11>030 f'C<:~ [1 PLASTIC f'lASTICtTY
~~flE~S';N O .... PRES510N I'U<{lR<"'flI 1-1-" ",,,,U
;:'~~ LIIollT II<!~(X ~Z 02: "-
~ ~
"U 00 "J
"'~ 01 .~, b1 "J, f<l:'t ~~ 0 <;)~
740 :;j] ,J "l SYMBOLS DESCRIPTIONS
"" V)
- I~
4200 DARK BROWN CLAYEY SILT ,11TH ORGANICS (TO PSO IL) II MOTTLED TAN AND GRAY CLAYEY SILT ,nTH Tf{ ACE 730 _. OF FINE SAND (HARD) (,lEATHErED LOESS) 6~ GRADES ,11TH LESS CLAY LIGHT BRO,/NISH-GRAY CLAYEY SILT WITH FIN E TO ML COARSE SMJO GRADES WITH TRACE OF F IIIE GRAVEL 720 6IDYbt~~ BROWN SILTY FINE SMID (VERY DENSE) Top of WisconSinan Glacial Till , 4500+ 9. 12 148 56 ~I GRAY CLAYEY SILT WITH som FINE TO COARS SAND (HARD) II 4500+ 2511 GRADES WITH OCCASIONAL FINE GRAVE 7/0 10.9 12.0 7.5 133 260
"- I' ML I
3888 4500+ 13.7 121
~ 19 m GRADES WITH I'DRE SAND AND GRAVEL 700 ~ 11.0 I
- 2. I 10.5 132 411J
~ ..... 4500 Top of Inlerqlacial Zone 13 G ~ 690 11111 ML GRAY CLAYEY SILT WITH TRACE OF FINE SAND (HARD)
I 10.4 BLUISH-GREEN SILTY CL~Y ,11TH FINE SAND ANO
.~
<:::> 6.5 liDO 15.8 118 8l'l TRACE OF FINE GkAVEL (STIFF)
~ :~,l:.J_
Top of Illinoian Glacial Till
~ 680 1984 4500+ 8.7 132 180 a ltJ I ML LIGHT GRAY CLAYEY SILT WITH FINE TO CDAR SE 200/6" SAND AND TRACE OF FINE GRAVEL (HARD)
Lj fl SM LIGHT GRAY SILTY FINE TO COARSE SAND WIT H JI~E TRACE OF FINE GRAVEL (VERY DENSE) LIGHT GRi\Y CLAYEY SILT ,!lTH TRACE OF FIN I I 20qro" ~ SAND (VERY DENSE) 670 4500+ 13.8 120 33!l
~rlll GRAY CLAYEY SILT WITH FINE TO COARSE SAN
'00'[1 ML AND oeCAS 10NAL FINE GRAVEL (HARD)
GRADES 111 TH mRE SAND AND GRAVEL 660
~
GRAY FINE TO COARSE SAND ,11TH SOI'IE FINE GRAVEL (VERY DENSE) 16.5 III 68 i'J ::.::: SP GRADES "lORE COARS E I GRADES I~ORE COARSE
~
650 I 4500+ 17001/1111111- " GRAY CLAYEY SILT ,!lTH SOI'IE FINE TO COARS E SAND;1 II ML ',I I I FINE GRAVEL AND SHIllGERS GRAY FINE SAND U i (HARD)
~
10.3 7 :4 1"500+ 6.9 IBOll ,I 146 640 I I I i BORING COMPLETED AT 90.0 FEET ON 8-21-73.
~
il CAS ING USED TO A DEPTH OF 5.0 FE ET. I WATER LEVEL NOT RECOP.DED. 5
~
~
1 U
~l CLINTON POWER STATION !
UPDATED SAFETY ANALYSIS REPORT
!:---.;..;....;:--.;..;:..:-...;.---_"""'___"'m.,""======___'1!.~~~
~
FIGURE 2.5-51 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-34 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA ~ BORING P-35
...... ,. ~
.. 0:"'"..
C/)CJffi ATn~BT~RG SHEAR STRENGTH
" 0:"
"' .. al:l SURFACE ELEVATION 737.8
~~~
t-~cn
,,-.. ,TlG "-ASTIC,'"
LIMIT
... tol.!*
U.DIX TRIA.'A",
~""U$ION
!i:.!l
~OH"NlO ~~lIlt h-tMNflTlII h-
~~
00 OZo. ~ ~ 740 O:r;j ~;", I7t .:. ~ .:, :EO 0 ()~
~~ SYJlBOLS IJESCRIPTIONS 730 250 41
- ~._ ' "" "n< 'AA<'" """'"
(TOPSO I L) TAN SILTY CLAY WITH TRACE OF FINE SAND (WEATHERED LOESS) Top of Wisconsinan Glacial Till 2750 261 i--- BROWN SILTY CLAY WITH SOME FINE SAND AND GRAVEl (VERY ST I FF) 4500 ... 25' GRAY CLAYEY S I L T WITH SOME FINE TO COARSE SAND 720 AND GRAVEL (HARD) 12" LAYER GRAY SANDY SILT AT 14.0 FEET 4500 ... 37' ML GRADES WITH LESS CLAY GRAOES WITH TH IN LAYERS OF SAND 4500 ... 12" LAYER OF SANDY SILT AT 24.5' 710 24' 11.6 12.3 9.8 133 421 f--- GRAY SILTY SANO WITH LAYERS OF GRAY CLAYEY
- 32. SM SILT WITH FINE TO COARSE SAND AND GRAVEL 700 f---
GRADES WITH STR INGERS GRAY CLAY 4500+ ML GRAY CLAYEY SILT WITH SOHE FINE TU COARSE SAND
- IE 13.9 123 161 AND GRAVEL (HARD)
Top of InttJrf/lacial Zone 2800 DARK GRAY SILTY CLAY WITH TRACE OF FINE SAND 690 (ST I FF) 11.7 9.9 GREENISH:BROWN SILTY CLAY WITH FINE SAND AND 2000 15.1 120 TRACE OF MEDIUM TO COARSE SAND AND GRAVEL Top of Illinoion Glociol Till 4500 ... 891 680 GRAY SANDY SILT WITH SO~*'E CLAY AND GRAVEL (HA~O) ...... 4500+ 7.37 143 110/6". GRADES WITH LAYERS OF GRAY SILT FINE ~ 2501 ML SAND WITH TRACE OF COARSE SAND AND l( 670 FINE GRAVEL 4500+ 10.0 23011
~
12" BOULDER AT 173.0 FEET ~ 1161 GRADES WITH TRACE OF ORGAN ICS 660 i--- ~ GRAY FINE TO COARSE SAND WITH TRACE OF S I L T i::: 70. SW (VERY DENSE) GRADES WITH FINE GRAVEL AND LESS ~ FINE SAND llJ 650 152/5"1 GRAY SANDY SILT WITH TRACE OF CLAY AND GRAVEL (HARD) ~ 7. I 141 250 II GRADES DARK GR'AY 100/4"0 640 9.7 4.2 4500+ 6.4 143 200/5"1 4500 ... 100/6"
- 630 4500+ B.4 138 110/6"
- 4500 ... 200/3'"
ML 620 4500 ... 200/2" 0 10.9 6.4 4500 ... 7.6 140 270/9"
- 610 11.6 8. I 4500 ... 7.4 139 200' GRADES WITH THIN LAYERS OF FINE SAND 4500+ 200M'.
600 4500 ... 7.5 140. o 230/'d'. 4500 ... 2501 590 GRADES WITH MORE CLAY 4500 ... 250 I GRADES WITH LESS CLAY 4500 ... 580 270. CLINTON POWER STATION t-UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-52 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-35 - EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 1 of 2)
I!! LABORATORY TEST DATA cnSffi ATTERBERG SHEAR STRENGTH "'"'z... >- a~~~~ BORING P-35 CONTI 0
- n~i IMITS
"", ~~-
oz" I:) ~
~~~ ~z "' u
"'d 00
;1<> '"
Q il!~ SYMBOLS DESCRIPTIONS 580 8.31 138 18111 - t"- rop of Prtl-Illinolan Glacial rill GREENISH-BROWN CLAYEY SILT WITH SOME FINE TO 710 MEDIUM SAND AND GRAVEL (HARD) 570 ML 32*E ~ 4500+ 12.4 126 5511 ~ 2124 8640 4000 20.3 108 BROWN SILTY CLAY WITH SOME FINE TO COARSE SAND AND GRAVEL (VERY STIFF) ~ 560 4500+ 8.1 138 ~&l/IO"II BROWN SANDY SILT WITH SOME CLAY AND GRAVEL (HARD) , . GRADES WITH TH IN LAYERS OF FINE SAND ~ ~ 4500+ 150/4'. GRADES GRAY ISH-BROWN i::: 550 ML 8.0 137 130/f)'11
~ 12.2 10.1 4500+ ~
4500+ f'oo/4"1I GRADES WITH MORE CLAY
~
540 4500+ 9.2 135 270/g'. '--- BOR ING COMPLETED AT 200.0 FEET ON 9-15-73. CAS ING USED TO A DEPTH OF 10.0 FEET. 530 WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SA F'ETY ANALYSIS REPORT FIGURE 2.5-52 LOG OF BORING P-35 (SHEET 2 of 2)
LABORATORY TEST DATA BORING P-'36 SURFACE ELEVATION 738.2 SYMBOLS DESCRIPTIONS 3000 71 M BLACK SILT WITH ORGANICS (TOPSOIL) t'OTTLED BROWN AND GPAY CLAYEY SILT WITH SOME 2000 II I ML FINE SAND (VERY STIFF) (WEATHERED LOESS) 1500 730~--~--~---1----~--+---~~1~0=00~~--~---1 4500+ 720~-+--~--~--r--+--~--~---+--~ 4500+ 3750 17 I GRADES WITH MORE CLAY AND COARSE GRAVEL (VERY ST IFF) 710~-+---+---r--+---r---+---+---+---; 2000 8 I ML GRADES WITH LESS MEDIUM TO COARSE SAND 2000 15 I 3" BROWN FINE SAND LAYER AT 34.5' 700~-+---r--~--r--+--~-30-DO~---+--~ 14 I 4" LAYER OF FINE SILTY SAND AT 49.0' Top of Interglacial Zone DARK GRAY S I L TY CLAY WITH SOME FINE SAND AND 1500 9 I GRAVEL (STiFF) CL ~RADES BLUE WITH MORE FINE SAND 690~--~--~--~---+---+----~2-50~0-+----r-~ 16 I GRADES WITH SEAMS OF SAND [ BLUE SILTY CLAY WITH TRACE OF FINE TO MEDIUM 500 8 1 S~ND (SOFT)
~~="'-I Top of IllinOian Glacial Till 680 ~--~--~~--~1-2-8-16~~4~24-81-----~4~5=00~+-+~8~.-2~--1-37-;
181
- GRAY FINE TO MEDIUM SANOY SILT WITH TRACE OF CLAY AND FINE GRAVEL (HARD) h..
~ TX/DY 13.0 132 IJ ~ 670~~---+---+--~--+---~--~--~~ 2000 17 1 ML ~ ...... 4000 IJ GRADES WITH SEAMS OF FINE GRAVEL ~ 660~-+---r--4---~~--~--~---+---f 101. r--- GRAY FINE TO MEDIUM SAND WITH TRACE OF SILT i:: SP (VERY DENSE) ~ U DARK GRAY FINE TO MEDIUM SANDY SILT WITH COARSE SAND AND SOME GRAVEL lI..t 650 ~--f----f---f--+--+---+_--II----II----rt2OQ1Ei' * ~ 4~ U GRADES WITH F.INE TO COARSE SAND LAYERS GRADES WITH LESS SAND 278/Ei'1 640~~---+---+--~-+---~--~--~~ ML 10.7 6.5 6. 5 140 IJ 4500+ 300/6'.
"*-----lGRAY FINE TO COARSE SAND WITH TRACE OF SILT 26280 8236 4500+ 6.6 142 SP AND OCCASIONAL FINE GRAVEL (VERY DENSE)
- DARK GRAY FINE TO MEDIUM S~.NDY SILT, SOME ML COARSE SAND AND GRAVEL AND TRACE OF CLAY 620 1----1----+---+--+---+---+--+---+---1 274/ 9"1
~ GRAY FINE TO MEDIUM SAND WITH TRACE OF SILT
;:),.. AND OCCASIONAL FINE GRAVEL IJ 11.9 9.0 4500+ 8.6 135 DARK GRAY FINE TO MEDIUM SANOY SILLWITH COARSE SAND AND SOME GRAVEL 610 '---~----t----+-14-0~4-0+-8-6-40~----~4-5-0-0+~--8-.0--~1-3-7-1 174 I 20" SAND LAYER AT 134.5' 600~-+---+--~--~--+---+---~--1-~
IJ C 11.8 7.0 4500+ 7.9 138 ML GRADES WI TH t'ORE CLAY 590 ~~---+--+---+--+---+:--'45--00-+-+---+---I300f1d'1 CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-53 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-36 EXPLANATION OF SYM80LS USEO ON BORING LOGS. (SHEET 1 of 2)
BORING P- 36 CONTO LABORATORY TEST DATA
..es A'a:w" _a..... ,.tI,a".A.. i; INIAII ""IU'GTN ~
~:'l
~2w .....
~ow ....
.:=:. =~
_z
~-
;8 ~i'
~
Cd Fi\':' ~!~ m! 1e1!
~
.580 ./DY .. Soo. 1.5 1)8
"" II ""."". tiItItHI TIl 1II0WIIISHoGlI[(1I CU,Y£Y SILT WITH fiNE 10 COARSE SANO AND GRAVn (HARDI Rts J" UYlR OF GRAY FINE SAND "T 1(.,.8' C
10.S ..... 10781 12888 Iosao. 6.1 I... 1)7 Ot.RK GUY FINE 10 M£DIUM St.NOY S IU WltII COARS£ SANO. SOH( FINE GRAVEL AND TUtE OF CLAY (HAROI
'.8 GRADES WITH tIIlN SANO LAYERS GRAD£S ,UYISH-aROWN 168100 86100 1"-* I ** IJ. 2 GRADlS WltII KIllE CLAY
..sao.
C 11.8 U.S ".J GRtoOlS allOWN WITH GII"Y STIIEUS allOWN CUny SILT WITH ALTERNATING LAnllS
.. sao. OF allOWN SILTY FINE SAND (VERY DENS£)
OUIIIO£-IIIOWN SILTY CLAY WitH SOH( MEDIUM TO COAIIU SAND AND FINE GUyEL Tr/CY .. sao* .... S 122 GRADES WITH COARSE GRAVn 610 Iosao. ~ RQO Ei
'IIOm~~Am:E ~ '~I2~~s ~~~ET~A:m~;.
WEATHERED OPEII AND CUY FI\.LED I£DDING I PLANES I" GRUN CUY LAYER AT 236.6' RES GRADES LESS WEATHER ING AND CLAY FILL ING as... DARK G~~yB,gD ~~&L~~~k Y CARBDN"CEOUS r-- SHALE, THINLY LAMINATED 490 63... OCCASIONAL LIMESTONE NODULES LIGHT GRAY SILTY SHALE. TH"ILY LAMIN"TED liiiiail"'_"'"IG~~y~;:~L~~ILLAC£OUS LIMESTONE. FINE lOllING COM'lETED AT 2SI.1 FEET Oil
,.£IOII£TEI IIISTALUD 011 11-6-7). IOIIIIIG WAS \1-3-73.
FILUD WITII GRAVEL AND SEALED WITII .IITDIIITE CASING US£D TO A OEI'TH Of 231.0 fEET. GROUNOWATER LEVEL NOT RECORDED. A 2 'NCN PVC ',fI£ 10 213.0 RET ~I FWSII'"G IIIT11 CUM IIATEII. IIIT11 TIlE UNtil EIID PLUGGED MD TIlE LIIWlII IoS.D FEU fl£IIF011AYEO VAS
'ISTALLED TO EL£VATJOII 515.1. GllMUI.AI BACKFILL liAS PLACED FROII EUVATION SIS.Z TO 560.1; A I£IITDIIITE SEAL FIIOII UEVATIDII 560.1 TD 56z.2:
- CEMEIT CROUT fROII [UVATJDII 562.2 '0 1)8.z.
IIATEII LEVEL READINGS DEPTII I£LOII GROUND SURFACE IN FEET ~ 57.8 11-15-7) 56." 1Z-11-7) CLiNTO N POWER STATION UPDATED S~AFETY ANALYSIS REPORT FIGURE 2.5-53 LOG OF BORING P-36 (SHEET 2 of 2)
LABORATORY TEST DATA BORING P-37
,.. SURFACE ELEVATION 739.1
)-~-
"'U OZG.
'"o SYMBOLS DESCRIPTIONS tIl: M ML DARK BROWN CLAYEY SILT WITH TP.ACE OF ORGANICS r~ (TOPSOIL) 1100 ~ELLOWISH-BROWN CLAYEY .SILT WITH TRACE OF FINE 41 ML SAND (STIFF) (WEATHERED LOESS) 730 r-~r---t---+---+---+----+~2~25~0-+--~---; 91 ~ Top of WIsconsinan Glacial THI LIGHT GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND (V ERY ST IFF) 4500+ 191 GRADES TO GRAY (HARD) 720 r--+---+--~--~--~--+_--~--~~ ML 4500+ 11.6 128 201 GRADES WITH FINE GRAVEL 4500+ 211 710 r--+---+---+--~--+---~---+---~___I 12.5 2.7 4500+ 13.3 117 191' t--- GRAY CLAYEY SILT WITH *FINE SAND (HARD)
ML 331!'l GRAOES WITH OCCAS 10NAL COBBLES 700r--+---+--~--~--~--+_--~--+_~ 4500+ 13.5 124 321 ~GRAY CLAYEY SILT WITH TRACE OF FINE TO MEDIUM ML SAND (HARD) GRADES WITH TRACE OF COARSE SAND AND 2750 271 FINE GRAVEL Top of Tnterglaclal ZOM 690r--+---r--1---~-+--~--~---+--~ ML GRAY CLAYEY SILT WITH TRACE OF FINE SAND AND 12.6 16.1 17.0 113 131 OCCAS 10NAL GRAVEL GRADES WITH TRACE OF ORGAN ICS f--- 20 I BLUISH-GREEN SILTY FINE TO COARSE SAND WITH SM TRACE OF CLAY (MEDIUM DENSE) 680r--+---r--~--r-~--~--~~_+--_; ~ GRADES WITH LAYERS OF S I L TY SAND 4500+ 8.0 140 1471 Top of IllinoIan GlacIal TIll
!GRAY CLAYEY SILT WITH SOME FH,E TO COARSE SAND 12064 4500+ 8.2 138 177/11"1 AND OCCAS 10NAL FINE GRAVEL (HARD) 9.5 4500+ 8.2 140 1271 ML GRADES WITH TRACE OF ORGANICS 4S1
~ 660 r--+---r--1---~-+--~--~__-+--~ LAYER GRAY FINE TO COARSE SANO AND FINE GRAVEL AT 79.5' ~ 831
~ ~RAY FINE TO COARSE SAND AND FINE GRAVEL
~ 4500t 8.0 139 175/ld'l GRAY CLAYEY S I L T WITH SOME FINE TO COARSE SAND AND OCCASIONAL FINE GRAVEL (HARD) ~ 650r--+--,r--+--1---r---r--~--+-~ GRADES WITH OCCAS 10NAL COARSE GRAVEL ~ 4500+ 2201 8.41 5.8 4500+ 7.2 144 100/S"1 640 r--+---+---+---~~--__1--__1f__-+---I 4500+ 2001 4500+ 8. I 137 105/6' 1 630 t--t--+---l--t--+--f-:-45--0-0+-+--1---J2!IJ/~' ~ 10.4 9.5 4500+ 10.6 ao~ 62Or--+--,r--+--1---r---r--~--+-~ ML134104500+ 7.9 137 lao/IO"I 4500+ 8.3 138 roO/IO" 1 610 r--+---+--~--~_+--__1--__1f__-+---I 4500+ 2001 10.7 6.9 4500+ 7.9 140 2001 600r--+---+---+--~--+---~--_r--~___I 4500+ 2201 GRADES WITH MDRE GRAVEL 4500+ 7.5 140 100/~' I 590r--r--1---+-~---r---r--~--+-~ 4500+ 115/6'1 10.9 6.0 4500+ 7.3 140 1001 CLINTON POWER STATION UPDATED SAFETY AN-At. YSIS REPORT FIGURE 2.5-54 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-37 EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 1 of 2)
BORING P-37 CONT'D _All LABORATORY TEST DATA
..es
- c, AT~fl',M"* STlIt:QTIt I;
it.. lil
.==..
~
.t...
=g= .. ..
kalf.o ~ Cd L' iii*Y.
... I;I! !i1! ;.!
==
580 4sao.
, . ., UcwI,iH /hIIHlt 16." 119 GllEElltSM-GIIAY SAIIDY SILT (VERY DElISE) 570 *
~ 5/000 4sao. 1).6 1%1 , . ., Ift*ln_ _ fJIMitIl TIll GllEElltSM-lLUE CLAYEY SILT WITH TRACE OF fiNE ~ ~ 9.6 7.) "500+ 8.9 1)6 TO COARSE SAIIO (HARD) GllADES TO IIIOW!! ISH-GlIAl GllADES WITH LESS CUl AIIO !'DRE SAIII) 560 ~ "sao* ~ 11.2 a 550 "500+ GllADES WITH F 111£ GIIa.VEl ~ Iosao. ~ ~ 13.10 II." "500+ 11.1 ~ 540 10500+ lOlliNG COMPLETED a.T 201.0 FEET 011 8-21*13. CAS IKG uno TO a. DEPTti OF 5.0 fEET. 530 WATER LEvEL NOT RECOROED. PlUOIClU IIISTALLID III 1-27-1). I.,IIG VAS FILLID VltII CllAWL MIl SEALED VI'" Illl11Jllllt TO "'.0 FEn AFlU fUISIIllIG VltII tL£HI VAlli. A I 112 IIIQI PVC " " VltII 11t£ LGIoItIl EIIO PUlGUO MIl 11t£ LGIoItI 2".0 FEET "IlFOllAlIO VAS IIISTALUO TO ELlVATUIII 699.1 FEn. GllMUUIl IACKf'lLL VAS PUaO fIIOM EUVATlOII 101.1 TO 726.1; A IEllTOIItll SEAL fIIOM EUVAflOII 126. I TO 728. I. MIl COIEIIT GIIOUT ROIl ELiVATIOiI n8.1 TO 7>>.1. VAlli UVlL IllMIIIGS DE,'" BElOW GllOUIIO SUIIFACt 'II FEU 1".2 10-5-1) 16.0 10-29-1) 15.' 11-15-73 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-54 LOG OF BORING P-37 (SHEET 2 of 2)
~ BORING P-38 LABORATORY TEST DATA
~
SURFACE ELEVATION 738.9 a~
~~
<:)~
iil ~ SYMBOLS DESCRIPTIONS 2500 9 II ~ BLACK CLAYEY SILT WITH TRACE OF ORGANICS (TOPSOIL) 1000 6 IIil CL t.,;)TTLED BLACK AND BP.OWN Sll TV CLAY ,11TH TRA.CE ORGANICS AND FINE SAND (WEATHERED LOESS) 7 30 I+---+r..p af WI$can$lnan Glacial Till 1-_+.:...14,-,-..::.8+_7,-,.c::6+_-+_--ir-~-+_ _+1;.::8c:.* .:.O+_I:..:l..:.l-1 5 I ML I*BRo~N. CLAYEY SILT WITH FINE TO COARSE SANO ArID FINE GRAVEL (SOFT) GRAOES HARDER 25 I GRAY SILTY FINE SAND WITH TRACE OF CLAY ALTERNATING WITH LAYERS OF GRAY FINE SAND 720 ~ __+-__~__--i~_+___4---..:.~__~~12..:..~5~_1..:.3~0~ 36 I (MEDIUM DENSE) GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND AND OCCASIONAL FINE GRAVEL 28 II 6" LAYER OF GRAVEL AT 20.0' SM GRA~0~m\~~~E(~~~~U~16~NmCE OF MEDIUM AND 710~--t---~---t__ -+__~____4-__~~1~3...:.8-t~12..:.4; 46 II r- GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND 57 II ML AND OCCAS 10NAL GRAVEL (HARO) 700 1 - _ +.... 113'-:.'-'-1
;--,,10,,-,,",,4+_-+_-If-_-+23~00~0'---1~16C!..~8~-!.:12"'0-l 26 II
~ Tap of rn'.,-vlacial Zan.
GRAY CLAYEY SILT WITH SOME FINE TO COARSE SANO. TRACE OF ORGAN ICS AND OCCAS (ONAL II II GRAVEL ML 690 ~_+-1;.::1.:..~6+-~9~*.::.2+-_~_-4___-+~4~50~0~++~1~3~.24-_1~2~3~ 21 II
~"1.§.f.. GRAY AND BROWN FINE SAND WITH TRACE OF SILT 67 II (VERY DENSE)
Tap of r lIinaian Glaciol Till 6 80 ~_+-1..:0..:..::..34-..:3..:.*..:5+-_~__-4___-+.::4~SO:::0~++.....:.9.:...4+_1..:.3..:.6~IOO/3*1I LIGHT GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND AND F (NE GRAVEL (HARD)
.... ML 4500+ 57 II ~ hW!WiI-- GRAY FINE TO COARSE SANDY SILT WITH I.( 6 70 "~;:-;~A'---I.....I--+---+--+---+---+--+-:1=3-=C.0+-:-::13C::2-1 13 II ML TRACE GRAVEL (DENSE) ~ I.~~ 23 I ~ GRAY SILTY FINE TO COARSE SAND WITH SM TRACE GRAVEL (DENSE) ~ 6 60 ~C-+-:9:-.-:-2+-;-6.-::0+--t--f---t""4";:C50::c;0:-++----:;7:-.::-71-7:13;";;8:-1 105 - GRADES WITH LESS SILT AND t.,;)RE GRAVEL i:::
GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND AND FINE GRAVEL (HARD) 15011111 11971 5760 7.6 146
~ 4500+
- lIJ 650 4500+ 8.4 140 ISO/I(
~ x/CU 9.9 7.8 19646 64Bo B.8 138 I
(OO/E
- GRADES WITH OCCASIONAL STRINGER OF FINE 8014 6840 6.0 150 ! ML SAND 64 0 t--+---t---+--+--If-_-+.:::4-",SO~0"'++_ _f-_-IIOO/5 ~.
C 9.7* 5.8 6.4 138 iI C 4500+ 6.9 139 150111;;-' 6" COBBLE AT 101.5' 8.0 137
- 630 t :,,::X"-I""DY'+-__- t_ _+ _ - +_ _f-_-+..:4""50""0"'++--:.7.:.."",9/-.:..14",3-1160/9*i T
140'1' 4500+ GRAY FINE TO COARSE SAND 620 ~--t----r----if---+___+ __-I~4~S~00~+~---..:.~_~ 146
- 10. I 131 r--- GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND AND FINE GRAVEL (HARD) 153 1
610 8.8 137 137 142 600 r-;--::--:-t-:-:;---+---iI-_-t...: 4""so:..:0"'++----:::-::-I-7:"::-I145/11" ML c 9.8 6.6 8.3 137 4500+ 147/1(' 590 7.9 139 145 TX/DY 9.2 134 RES 4500+ 140 580 L -__~~9~.~5~~5.~4~__- L__~____-L24~50~0~+~~8~.~7L_~13~6~~13~5~~~~____~____________________________~__~ CLINT 0 N POWER STATION UPDATED SAFETY AttALYSIS REPORT FIGURE 2.5-55 NOTE: SEE FIGURE 2.5-298 ANO FIGURE 2.5-355 FOR LOG OF BORING P-38 EXPLANATION OF SYMBOLS US~O ON BORING LOGS. (SHEET 1 of 3)
LABORATORY TEST DATA BORING P-38 CONT'O OW ATTERBERG SHEAR STRENGTH
~~~ LIMITS ~~ >-
.,"'3: ..........
- >W ~!:-
TRIAXIAl.
"'<II"
~~COHfINEO rr"~~~~TtIl
.. 1. ... UIC
~~~
PLASTIClT COMPRESSION MPM;SSION
~Z OZ"
.... SYMBOLS DESCRIPTIONS fol*¥...
LIMIT LN~EX 00
"';;j m,~ 1el3 ~:r, ::10 0 580 5856 11520 9.3 147 Top of Locustrins Deposit
°ES TX/D 4500+ MOTTLED GREEN AND GRAY SA'!DY SILT" I TH SOI*lE GRAVEL (HARD) 12.8 7.3 7415 5702 10. I 570 126 lX/CU/F" C 4500+ 11.7 126 GRADES TO BRuW~1 C 10.2 7.5 10.£' 126 4500+ GRADES TO GREEN I SH*CRAY 560 4500+ I of Pre-Illinoion Glociol TIll TX/D 14. I 128 GRAY CLAYEY SILT WITH TRACE OF SA':D (HARD) 4500+ I 18543 13320 9.0 149 BROWN SANDY SILT WITH ClAY A'*.D ,'CC,\SI,,'AL 550 4500+ 8. a 136 GRAVEL (HARD) 13 4500+ 16 GRADES WITH MORE ru,Y 540 4500.
10643 14400 GRAY CLAYEY SILT WITH FINE SM'D (Hi,RD) 4500+ II .6 139 MOTTLED BROW" A"D GRAY'" AH' SILT (HARD) 4500+ C 17.5 21.0 IE IIG 530 GRADES WITH STRINGERS OF GRAY SILT 4500+ GRADES TO BROW" WITH MORE CLAY 4500+ 16. I 116 GRADES WITH LESS CLAY MJD MORE SAND 520 4500. 6167 14400 17.6 128 4500+ 13. I 124 Top of Pre-Illinoion Locustrine Deposit 4500+ GRAY S I L TY > PIE TO COARSE SAI<D 'II TH TRACE OF CLAY BROWN CLAYEY S!LT 'liTH SOME CRAVEL (HARD) 4000 11.7 127 GRAY S I L T \, I TH TRI., E OF SArlO ~ 500 ~ ~10TTLED BROWN MiD CRAY:LAYEY S I L T ,iI TH TRACE OF SAND (HI.RD) i::: 18% BROWN ISH*GRAY L.l1i1f:STONE. MED IUM TO COARSE CRY STALL INE NU,lEROUS WEATHERED AriD CLAY ~ - FILLED BEDD I NG PLANES VERTICAL OPEI'I FRACTURE FROM 239.5' 60% lI.J 490 TO 240.0' SOME WATER LOST IN UNIT i;j LIGHT GRAY CALCAREOUS S I L TY SHALE, TH PlLY LAMINATED 52% DARK GRAY TO BLACK HIGHLY CARBONACEOUS SHALE, THINLY L;,MINATED I-- ...............- - . . ,
, I GHT GRAY CALCAREOUS SHAL E. I NO I ST INCT B EDD I NG 480 0% "ITERBEDD EO BROWN I SH-GRAY ARC I LLAC EDUS I-- LIMESTONE AND LIGHT GRAY CALCAREOUS SHALE (POOR RECOVERy)
~
I 0% LIGHT GRAY TO DARK GRAY CALCAREOUS SHALE INDISTINCT BEDDING, NUMEr.OUS SLICKENSIDES 0% 470 r-0%
- MOTTLED REDDISH-BROWN AND GREENISH-GRAY CALCAREOUS SHALE, INDISTINCT BEDDING, 96% I 460 NUMEROUS SL I CKENS I DES LIGHT GRAY SILTY SHALE, MASSIVE MICACEOUS, THIN LAYERS OF SANDY SILTSTONE AND 76% OCCASIONAL CARBONATE NODULE
~.--
450 98% I I-- DARK GRAY SHALE. MASSIVE, ~ICACEOUS, NUMEROUS 440 LIGHT GRAY SILTSTONE STRINGERS 98% I
" I'""
I-- GRADES WITH THIN LIMESTONE LAYERS 430 DARK GRAY ARGILLACEOUS LIMESTONE.
'"~I'" "j""'1 "'~r" 88% I FOSS I L I FEROUS BLACK COAL. WITH PYR ITE (NO. B)
DARK GRAY CALCAREOUS SHALE, INDISTINCT I-- BEDOING, OCCASIONAL LIMESTONE NODULE LIGHT GRAY ARG ILLACEOUS LIMESTONE, IRREGULAR 420 BEDDING iiiiiiL-_.....J ~ARK GRAY SHALE, INDISTINCT BEDDING, NJLMSB LIMESTONE NODULES CLINT 0 N POWER_ STATION UPDATED SAFETY ANAL.YSIS REPORT FIGURE 2.5-55 LOG OF BORING P-38 (SHEET 2 of 3)
LABORATORY TEST DATA oil! ATTERBERG SHEAR STRENGTH BORING P-38 CONT'O
~~~ LIMITS ~~
",,,,~ TfUAXU,L ~C,OHflN(D
~"'~.:!!TO
~~~
I'I,.ASTIC PLAUICIT'I
!!!Z COMPI'tt:$$ION PRE5SM)N
"';;j LIMIT INDEX
~
m*.~f m:.', re,::; ~ ,!, 00 RO~ SYMBOLS DESCRIPrlONS 420
~o 83% I
....~I----t MOTi~6~s~~~gis~Eg~7~~ A~3M~:~~~ IC~~~~~JNiHALE, i-- NOOULES TO 2" LIGHT GRAY SANOY SILTSTONE MASSIVE, MICACEOUS, OCCAS 10NAL ZONE OF BROWN SANDSTONE AND 410 68% tOOO/. OCCASIONAL THIN STRINGER OF SANDY SHALE, FEW FRACTURES 400 59% I00%
i--- 390 100% 100%
~
380 100% I00% i--- 370 95% I00% f-- 360 100% I000/. GRADES LESS SAND
.... i---
~ DARK GRAY SILTY SHALE, MICACEOUS, THIN LIGHT GRAY SILTSTONE LAYERS, MASSIVE PYRITE l( 350 95% I INCLUS IONS
~
~
GRADES LESS SILT
~ 340 45% I h:
.~ - DARK GRAY TO BLACKSHALE, MASSIVE, MICACEOUS, PYR I TE A~IO SIDER ITE I NCLUS IONS, DCCAS 10NAL FOSSIL, TH INLY LAMINATED FROt-\
- 410.0' TO 414.5'
~330 44%
~
~
320 75"1. I-- 310 39% CHEM I CAL ANAL YS I S P RFORMED ON COAL LIGHT GRAY SHALE, INDISTINCT BEDDING I-- BLACK COAL, THIN BEDDED, WITH PYRITE GRADES IMPURE (NO, 7l 30 0 DARK GRAY CALCAREOUS SHALE, INDISTINCT BEOD I NG, NUMEROUS FRACTURES
'72%
'~ LIGHT GRAY ARG ILLACEOUS LIMESTONE, MASS IVE I-- WITH LIGHT GREEN SHALE PART I NGS 290 BOR I NG COMPLETED AT 444.5 FEET ON 9-19-73, CASING USED TO A DEPTH OF 238.0 FEET.
CLINT 0 N POWER STATIO N UPDATED SA'~TY A~ALYSIS REPORT FIGURE 2.5-55 L~ OF BORING P-38 (SHEET 3 of 3)
LABORATORY TEST DATA
~ BORING P-39
~
a::: -.J SURFACE ELEVATION 740,8
~~
Ii:! ~ SYMBOLS DeSCRIPTIONS 740~-+--~--4---~-+---4-3-50-0~--+--; l!!.!::.,IBRCWN CLAYEY SILT WITH SCME ORGANICS (TOPSOIL) II u...IBROWN CLAYEY SILT WITH TRACE OF ORGANICS 2000 I~TTI
~
=- :t;S~~*:1.r~~i~~g J~~:,
EO BROWN AND GRAY VERY S IL TY CLAY WITH C j Dt,'lrGANICS 7~~--+----+----+---~---+----~'2~00ruO,t'1'5-.1~~13~8-1 ML
- r.::-:-:-
CLAYEY SILT WITH SOME FINE TO COARSE SAND OCCAS 10NAL GRAVEL 2 i;;!::iM BROWN'SILTY SAND WITH SOME FINE GRAVEL 3 ~ n sP INE SAND - ~" THICK ____+-__-+~1~3.~3-r~12~6~
- 1
,GRAY VERY SILTY SAND WITH SOME FINE GRAVEL 720~--r---~---+---+---+
SM 12.8 8.7 4000
- 12. 1 127 32 J1 tSP FINE TO MEDIUM SAND
'IGRAY CL"'EY SILT WITH SAND AND GRAVEL 710~--~--4----+---+---+----"4~5~00~++----r--~ 411 ML GRADES WITH I-'ORE SAND AND GRAVEL 4590 4500+
700 ~ __+-__-+____+-__~__-+____~~4~50~D~+~1~2~.~14-1~4~3~ 2~ Top of Interglacial Zone GRAY CLAYEY S I L T WITH SOME SAND AND GRAVEL 690~_+-1~3~.5~~1~0~.9~__ -+__-+____~____~12~.~7~~12~4-1 M~ ML
'~~
IMOTTLED BLUE AND GREEN CLAYEY SILT \.... ML GRADES WI TH SOME SAND LENSES ~~ 1 6801-__~_+-_-+_-+_-+____+-_-+_1_4.:..:.3~..:.:12:..:.0~ L O:::P- GRAY FINE TO COARSE SAND
~t Top of Illinoian Glocial Till
- (: jGRAY CLAYEY SILT WITH SAND AND GRAVEL
~ 670 ~-'.:-r-__~__-+__-+_-+_ _ _+-__-+_1_1.:..:.7~..:.:13_1~
ML GRADES WI-TH MORE FINE SAND i::
~
70~ SW IGRAY FINE TO COARSE SAND WI TH TRACE OF GRAVEL lI..1 660 -,GRAY CLAYEY SILT WITH SOME SAND AND GRAVEL
~ 4500+ 8.7 138 144.
165/11'., ML GRADES WITH I-'ORE GRAVEL 650 1 - - - I - - f - - t - - f - - - I - - + - - - f - - - t - _ - l IOO /6*.IJ GRAY FINE SAND LENSE-6" THICK luRAY 'CLAY EY S I L TWIT H SOME SAND AND GRAVEL 7.2 142 140/1l'~ 640 1 - - - - - l i - - - - - - l - - - - - l 1 - - - + - - + - - + - - - - - l 1 o o / 4.. ~ ML 6~ ~---I---+---+-:--_+_ _+_--+__ __+--'.,;7 .:..:.7-+..:.:13:..:6~1~~ 6201--+---+---r--+-~---l~-l~-4--~ h.-~--~R.mU'J"~ VERY SILTY FINE SAND 9.6 7.9 7.7 139 IGRAY CLAYEY SILT WITH SOME SAND AND GRAVEL 610 J--+---+-+---t-+-+--I-:8:-.6~-:-137"8--1 IZJJ ML 10.4 5.5 7.3 142 600~-+--~~+-~--~--~--~~+-~ 14JJ 7.4 143 14JJ 590.~-L--L-~ __~~__~__~__~~~~~~~~ ____________________ GRA!}ES WITH OCCAS 10NAL COBBLES
~.
CLINT 0 N POWE.R STATION UPDATED SAFETY ANAl.YSIS REPORT FIGURE 2.5-56 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-39 EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 1 of 2)
TEST DATA ; BORING P-39 CONT'D
~l:
==.. ..~i' I~ ~
~-
_2
~S ~I GRADES IIltH OCCASIONAL UP.GE COBBLES 9.5 '.0 8.9 131 MLI GRADES III tH KlRE $111'0 580 .,. til ".-/lli.... (JIM.' TIN AIIO IIIOWII CLAYET SILT IIltH SAND AND GRAVEL fOIW)I!S GREElIISH-811CWN "500+ 12.3 125 GllAD£S GRAY 570 GIIAD£S IIITH LATUS OF $10110 A/IO GlIAVEL t:
\.;: ...~ GIIAD£S 10 8ROIIN IIITH KIllE SILT 560 ~ C) i:: 550 ~ Iu ~ 540 BORING COMPLETEO AT 200.0 FEET ON 8-27-73. CASING USED 10 A DEPTH OF 5.0 FEET. 110 WATER LEVEL RECORDED. 5~ PlEZOIIITU IIISTAi.UO 011 8-z8-7). lOlliNG VAS flLUO Vlnt GlAftL l1li0 SIAUD VIlli 1l111Oll1Tl 111 ISI.D fin MlIIi FUISIIIIIG villi CUM VA1U. A I In IIICII PVC PlP£ VIlli 111£ LIMa ENO fUlGG[O ... 1IIE UIIIU ".0 FlU P£IIFOIIAftD VAS IIISTALUD to EUVATIOII 570.8 RU. GIIMUUA lACIt'ILL VAS PWEO 'lUll! EUVAI'IOII 590.8 TO
'".8; A llIIlOII'ft SEAL FIIIIII EUVATlOII '".S 111 680.1: _ CI!IIE/IT ClOUT FIIIIII ILEVATlOII 680.8 111 JCto.I.
IIIIftli UftL ItEMIIIGS 0E'1lI I'LOII GIIOUIIO SU!!fACEIIIRET !!!1 JI.'
)J.1t
,.7-73 10-29-73
)J.2 11-15-7)
CLINTON 'POWER STATION UPDATED SAFETY ANALYSiS REPORT FIGURE 2.5-56 LOG OF BORING P-39 (SHEET 2 of 2)
LABORATORY TEST DAiA I!! BORING P-40
~
a!3 SURFACE ELEVATION 742.1 -
~~
()~
~~ SyltlBOLS DESCRIPTIONS 740 4000 II I tLMJ,: DARK PROWN ANO BLACK STAINED SILT WITH TRACE OF CINE SAND, CLAY ANO SOME ORGAN I CS (T0 P SO III 10 II ML BROWN SILT WITH TRACE OF FINE SAND AND CLAY (WEATHERED LOESS) (HARD) 2000 10 I 1""'- Top of Wlsconslnan Glaclal Tlil 730 BROWN FINE TO COARSE SAND WITH SILT, FINE TO 2500 17 I t...:.:.:.:... COAR SE GRAVEL AND TRACE OF CLAY BROWN FINE TO MEDIUM SANDY SILT WITH SOME COARSE SAND, CLAY AND OCCASIONAL FINE GRAVEL (VERY STIFF) 4500 59 I GRADES BROWN ISH-GRAY 720 DARK GRAY CLAYEY SILT WITH SOME FINE TO' COARSE SAND AND FINE GRAVEL (HARD) 4500 21 I 4500 22 I ML 710 3000 14 I GRADES WITH MORE CLAY f--- GRAY FINE SAND WITH TRACE OF SILT (VERY DENSE)
- E~
700 GRAY CLAYEY SILT WITH SOME FINE TO COARSE SAND 4000 ANO GRAVEL (HARD) Top of Influglacial Zon.
- 2000 II I CL MOTTLED GREEN ISH-GRAY 'AND BROWN S IL TV CLAY win 690 TRACE OF FINE TO MEDIUM SAND, GRAVEL AND
... 13
- ORGAN ICS GREEN SILTY CLAY WITH SOME FINE SANO AND TRACE OF MEDIUM SAND AND GRAVEL
~ I.( 680 4500+ 71
- Top of IIlinoion Glaclal Till Llf,HT GRAY FINE SANOY SILT WITH SOME MEDIUM TO COARSE SANO. TRACE OF CLAY AND GRAVEL (HARD) 14958 4608 4500+ 7.6 139 130 GRAOES WITH MORE CLAY ANO STR INGERS OF
~ ..... SAND 4500+ ED THIN LAYER OF SAND AND GRAVEL AT 78.8' ~ (;) 670 i:::: 4000+ 22
- GRADES WITH MORE SAND
~ 3480 5644 4500+ 9.0 134 ID lI.J 660 ~ 4500+ 172/11'. 4500+ 1m 650 4500+ 172/9". 4500+ ED ML BOULDER AT 96.0' 640 4500+ 1r52/1(f. GRADES WITH MORE GRAVEL lD BOULDER AT 109.5' 630 4500+ 1r52/II'. 4500+ as 620 4500+ u Iftl/9
- 4500+ ID COBBLE AT 127.5' 610 4500+ 1r53/II'.
600 4500+ III 590 CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-57 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-40 EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 1 of 2)
LABORATORY TEST DATA BORING P-40 CONTO
~~~--+--4--+--+--~--+--4--~
GREEN ISH-BIlOW CLAYEY S IL T IIlTH TUCE OF FINE TO COARSE SANO ANa INTERBEOOEO STIIINGERS OF COAIISE SAND AND FINE GRAVEl r * ., ""-/lIi_ _ 6/tIc;'I 1111 BROWNISH-GUY CLAYEY SILT WITH FINE TO COARSE SAil/) ANO GRAVEl (HARD I ~ ~~~--4---~_+--+_--+_--~~--~ l::\&: COBBLE AT 192.0' ~ 540~~--4-~~~--~_4--_+--4_~ ot () GIIAOES BROWN AND II:TH LESS SAND .::: 5301---1----1----1--4--+--4--+--+---1 ~ THIN LAYER OF COARSE SILTY SAND AND ~ ~~-4--+--~--4---~--~--~~~~ GRAVEL AT 219,0' 510~~--+-_+--+__r--+-~~_r~
"000 TOP OF BEDROCK GRAY LIMESTONE, ARGILLACEOUS, FINE TO MEDIUM GRAINED: SHALE PARTINGS TOP I' WEATHERED 5OO1--+--......--+-~f--+---f---If---b~;H ~:~:t5iil==n::1 GIII,OES VERY ARGILLACEOUS
; 8LACK SHALE: VERY CAR80NACEOUS GRAY SHALE. DARK GRAY CARBONACEOUS SHALE PARTINGS BLACK SHAlE I CAR80NACEOUS OARK CillAY SllAl E GRADES 1I GMT GRAY GRAY LIMESTONE: ARGILLACEOUS. GREEI! SHALE PARTINGS GREENISH-GR.\Y SHALE; SLICKENSIDED SURFACES PIEZOMETER INSTAlLED ON 11-19-7). ICIIIING VAS IORI", COMPLETED AT 257,5 FEET ON FillED VI11I GRAVEL NIII SlAUD VI11I BENTONITE TO 10-18-7),
)8.0 FEU AfTER flUSHING VI11I CLEAN ""TER. A CASING USED TO A DEPTH Of 8.5 FEET, WATER LEVEL NOT RECORDED.
2 INtN PVC PIPE VI11I TN( LMIt END PlUGGlD NIII 11IE LMR 28.0 FEET PERFORATED WAS INSTAlLED TO ELEVATION 7010.'. GIIANUlM It.CKFlll VAS PUl:EO FROft ELEVATION 104. I TO 732. I; " IfNTDNITE SIAL FROIt ELEVATION 1l2. I TO 1)ft.l; AND tfl1£NT GIIOUT FIIOft ELEVATION 1)ft.' TO 7"2.1. WATER LEVEL READINGS OEP11I B£lOll GROUND SURfACE III FEET ~ 12.6 11." 10-29-73 11-15-13 BECAIE INOPERATIVE OECEMIER 31, 1973
\.
CLINTO N POWER STATION UPDATED SAFETY ANAl. YIIS REPORT FIGURE 2.5-57 LOG OF BORING P-40 (SHEET 2 of 2)
LABORATORY TEST DATA BORING P-41 SURFACE ELEVATION 739.7 SYII/BOLS DESCRIPTIONS i, hAl DARK BROWN CLAYEY SILT WITH SOME ORGANICS 3500 '~ML (TOPSOIL)
~ BROWN CLAYEY SILT WITH OCCASIONAL ROOTS (STIFF)
"'ML MOTTLED BROWN AND GRAY CLAYEY SILT WITH TRACE
, ..,;.;.;;:.. OF FINE SAND (VERY ST I FF) 730~~----r---+---r-~----+I~ZI0~0I0~r---r---i Top of W/sc(JfIs/non GltlClal Till
~ ::~~\ ~~~:E~A:~L:I~~T~O~:N~I~:DG!~~~LGRAVEL 720r--+--~--~--+-~--~--~---+__-; nSP GRAY FINE SAND .
I a..:::.:..- GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL C 10.7 128 C 3111 ILl 130 710~~----r---r---r-~----+Z~~100~----r---i 24 ML GRADES TO DARKER GRAY .... 4500 13.8 122 27 1( GRADES WITH MORE SANO ~ 1 ~ T", of Inwllltlcia/ Zon. ~ 700~--r---;----+---+--~----~25~0~0-+-2~0-.6~~1~16~ 141 DARK GRAY CLAYEY SILT WITH SOME SAND AND GRAVEL ....~ 3500 19.9 110 I( ML GRADES TO GREEN ~ 690r--+--~--+-~---r--~--~~~~ 12 (;:) 17.4 liS ~ 11.3133 2 r--sM LlG' T C,RAY SILTY SAND WITH SOME FINE GRAVEL ~ 9.1 137 ~ Top of Illinoian Glacial Till ~ 680 ~-+---+----+---t----i-----'Ih;-..." ~~uulr..+-+----I---I14311d jI; GRAY CLAYEY SILT WITH SOME SAND AND GRAVEL .... C 7.5 138 ML ~ ~Ir GRADES WITH FINE SAND LENSES 1 671O~S~A~---;--~---+---r---+---;--~----f ~ FINE GRAVEL WITH OCCASIONAL COBBLES 5( ~o::. ...........SW GRAY GRAVELLY FINE TO COARSE SAND WITH TRACE
- 0. OF SAND
~ GRAY SILTY FINE TO COARSE SAND WITH GRAVEL SA 2
~ GRAY CLAYEY SILT WITH SOME SAND AND GRAVEL 660r--+--~---+---+-~--~---4---+__-; 14 ML GRADES TO MOTTLED BROWN AND GRAY SA :-:-:.:-:r--sw BROWN AND GRAY FINE TO COARSE SAND WITH SOME fri1ii1 r--'- GRAY 7 -:-:::-:. S'M FINE GRAVEL CLAYEY SILT WITH SOME SAND AND GRAVEL 650 t--+----t---~-_i'--__jf_--+--_i'----+_-_f 175/g' I WJJ.LI ~ (HARD)
BORING COMPLETED AT 89.2 FEET ON 8-16-73 CASING USED TO A DEPTH OF 5.0 FEET. GROUNDWATER LEVEL NOT RE~ORDEO. CLINTON POWER STATION UPDATED SAFETY A~ALYSIS REPORT FIGURE 2.5-58 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-41 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA cneffi ATTERBERG ...... .. ~ BORING P-42
"':f SHEAR STRENGTH
"' ... tf ,..t ....
LIMITS O::z
~~i ~
.. '.R!."'ION fOOG.n
;ti ""II" T'UAJtIAL ~FIN£D
~~~ 3!3
"\.ASTIC PLASTICI COIoIPItUSIOH 1C1R01'l~.
OZo. SURFACE ELEVATION 744.5 LIMIT tHOU:
~
til :.'* 00
'"0 750 0:..J w ~':' 71 .:, ~:t :EO
~~
~~
iil~ SYltlBOLS- DESCRIPTIONS
.,,~ """ ""
4000 740 71 ML I" IG~IN~R~~~A~~~m '. '" ""' "o.ro '"
~6~is~ITH TP.ACE OF FlUE (VERY ST I FF) 12.3 7.2 3250 1 5.2 120 12 GRADES WITH LESS CLAY (LOOSE)
I CL GRADES WITH STRI~GERS FlUE GRAVEL Top of Wlsconsinon Glaclol TIll 730 1711 IG~Lf~~~~E~I~~~R~L~il~W 4500+ SOME FINE SAND 471 h !GRA' CLAYEY SILT WITH SOME FINE TO MED IUt~ SAND ANt, . kAVEL (HARD) _'( SAND WITH TRACE OF SILT AND 720 12.4 5.3
- GRAVEL DENSE)
IGRA~R~~nE" SILT WITH FINE Tn MEDIUN SAND AND 20.2 115 5211 GRADES WITH TH IN LAYERS OF GRAY CLAYEY 4500+ FINE SAND 381 GRADES WITH MORE CLA'{ I-... 710 ~ 4500+ 10.5 130 34. ML ~ 43111
- 0::
..... 700 12.4 9.5 13.0 125 38.
- 0:: Tap of Infll'fllaclal ZOM t:) 3000 GRAr.ISH-BR~WN CLAYEY S I L T WITH TRACE OF
- 13. ML i:: . ICS AND FINE SAND (STIFF) 690
~ 141~ bK<'::N. SILTY CLAY WITH FINE TO MEDIUM SAND AND INE GRAVEl (S~r.r) '" 680 ~ 4500+ 1051 IZ;;,,:,!' SAI*:DY IIlinaian Glacial Till SILT~IIT,; CLAY SANO AND GRAVEL (HARD) GRADES WITH LESS CLAY ArlO FINE TO COAiiSE 4500+ 7.4 139 140/6" iii GRADES WITH MORE CLAY 10.3 5.3 4500+ 83. 670 10.2 132 ML 12" LAYER OF MEDIUM TO COARS E SANO AND 411 FI~E GRAVEL AT 74.3' 900 III 12" LAY ER OF BROWN I SH-GRAY CLAYEY S I L T tilTH ORGANICS AT 80.0' (MEDIUM STIFF) 660 10.8 4.9 7.6 139 15C¥I1". 150;ld'l 650 BOR I NG COMPLETED AT 90.5 FEET ON 6-24-73. CAS I NG USED TO A DEPTH OF 10.0 FEET. WATER LEVEL NOT RECORDED. 640 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-59 NOTE: SEE FIGURE 2.5-298 ANO FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-42
LABORATORY TEST DATA BORING P-43 a:II1U OZQ. ~ o
~
IEL SURFACE ELEVATION 740.3
~t: ...,
~~
ill ~ SYMBOLS DeSCRIPTIONS 740~-4---+---+---r--+---~---r--~--4 3750 DARK BROWN SILT WITH CLAY AND SOME ORGANICS III (TOPSOIL) MOTTLED BROWN AND ORANGE WITH BLACK FLECKS, 2250 16.2 118 71 ML SILT WITH SOME SAND AND TRAcE OF CLAY 730~__+-~12~.~5+-_~6.~7i-__- t__~____-t4~4~0~0~__1~4~.4~_~12~1~ (VERY STIFF) (WEATHERED LOESS) 81 GRADES MOTTLED ORANG ISH-BROWN AND GRAY Top of Wlsconslnon 6'laclal Till BROWN WITH ORANGE AND SLACK STAINING, CLAYEY 4500+ 13. I 123 151 SILT WITH SOME FINE TO MEDIUM SAND AND ML OCCAS 10NAL GRAVEL (VERY ST I FF) GRADES WITH MORE FINE TO I~EDIUM SAND AND 720~-+--~--~--~-+---4---4---+--~
~IS 511 GRAVEL (HARD) .
- GRADES WITH MORE CLAY 4500+ ...... :;--- BROWN MEDIUM TO COARSE SAND WITH SOME SILT AND 351 p FINE GRAVEL
- 14. 8 9. 7 4500+ 13 . 0 123 ,I...- GRAY CL~~~~E~IW~I~~N~I~~ ~~D~~~IG~N~AND AND
~ ?10~-+~~~-+---+--~---+~~~--~-1 311 IUL SOME FINE GRAVEL lIJ ~y" 4" LAYER GRAY MEDIUM SAND AT 23.9' ~ 2500 14.3 118 91
!1'M'i::'""" GRAY AND GRAY ISH-BROWN SILT WITH SOME i~ GRA$Rg~~m mTT~~~~ ~~N~L~6 MEDIUM SAND SOME
~ 700~__+_1~2.~6+-.:..7~.~11-__+-__~____+-15:.:0~0~1-_11~._4~~1~19-l 91
~ FINE GRAVEL AND CCCAS 10NAL SAND SEAMS (HARD)
ML Top of In/erglac/al Zone
~ DARK GRAY AND BLACK CLAYEY SILT WITH ORGANICS
~ C) 1200 17.9 113 61 ML AND TRACE OF FINE SAND
~ DARK GRAYISH-GREEN CLAYEY SILT WITH FINE SAND i::: 1 I. 1 9. 4 800 17 . ~ 113 ML DAR~L~~E~~/mETgR~mu7M~~~S~ ~mF~ITH SOME 690~-+---+---+--~--+----l---~--~---l 41
~ - Top of IIllnolun GlaCial Till ~ 4500+ 9.5 135 441 ~ 10.4 2.9 4500+ 8.8 137 LIGHT GREEN FINE TO MEDIUM SANDY SILT WITH SOME CLAY AND GRAVEL (HARD) 1 680~-+---+---+---r--+---4---4---4---4 351 ML GRADES LIGHT GRAY GRADES WITH MORE FINE SAND 4500+ 7.9 140 951 670~--+----+----~--+---~----~4~5~00~+-+----~--1 471 0 Oo'tgw GRAY FINE TO COARSE SAND WITH GRAVEL AND SEAMS
~ OF MEDIUM AND FINE SAND LIGHT GRAY S I L T WITH SOME FINE SAND AND 4500+ 27 I ML GRAVT~" (~!~~J GRAY ISH-BROWN SILT WITH 660~__~N_0_N-_P_L~A_ST_I_C-+____+-__~____~____4-_I_I_.9~~13~0~ ~ co r.:-:-::- g:~~~~C~A:~ ~~A~' AND WITH GRAVEL 1251 00' SW GRAY FINE TO COARSE SAND WITH SOME SILT DARK GRAY CLAYEY SILT WITH FINE TO COARSE SAND 4500+ 7.0 142 1201 AND SOME GRAVEL (HARD)
ML GRADES WITH MORE SAND 650 ~__4-__-!____+ __-+__-..J1-__-+~45:.:0~0~++-.:..7~.8~--=16~°-l107/6" I i.-- BOR I NG COMPLETED AT 89.0 FEET ON 9-25-73, CASING USED TO A DEPTH OF 3.0 FEET. GROUNDWATER LEVEL NOT ~E.CORDED. 640--~--~--~--~--~--~--~--~~ CLINTON POWER STATION UPDATED SA F'ETY AN-ALYSIS REPORT FIGURE 2.5-60 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-43 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING P-44 SURFACE ELEVATION 686.2 SYMBOLS DESCRIPTIONS
""ML DARK BROWN SILT WITH FINE TO MEDIUM SAND.
3500 14 I * ~ML - SOME ORGANICS AND TRACE OF CLAY (TOPSOIL)
"' ML Top of Illinoian Glacial Till 680~__+-_22_._34-_23_._54-__-}__-4____-}_1~80~0~~2~0~.~8~~10~1~ 8 II ' " - - t1JTTLEO DARK GRAY AND BROWN S IL T WITH
"\ ML ~~~~ETg/~~~~M(~~~~'Ji~~~)ORGANICS AND
..... 750 16.3 113 :3 II "';"-M-L- GREENISH-GRAY CLAYEY SILT WITH FINE TO MEDIUM ~
~~1 SAND. SOME COARSE SAND AND GRAVEL (STIFF) 48 II ::: ,..,.,., LIGHT GREEN CLAYEY SILT WITH SOME FINE TO
- l ':"'t:. MEDIUM SAND AND OCCASION~L GRAVEL (MEDIUM
~ 6?0r--+---r--4---~-+---+---4---+--~ .:.:.: SW ST I FF) 42 II '::. 1..2.!!... GRAY AND BLACK GRAVEL WITH FINE TO COARSE SAND ~ .. :':':' SP OCCAS 10NAL COBBLE *
~.~ LIGHT GRAY FINE TO MEDIUM SAND WITH OCCASIONAL ~ ~ 660r--+---r---r--+--+---4~~~~~~
2950 1728 4500+ 13.3 126 56 II W+U ~ lIG~~A~~iyS~7~/~~T~I~6M~R~~~~ AND COARSE SAND (HARD) i::: 8.0 126 112 I DARK GRAY FINE TO MEDIUM SANDY SILT WITH SOME COARSE SAND. GRAVEL AND TRACE OF CLAY AND
~ m OCCASIONAL FINE SAND SEAMS (HARD) lIJ 650 ~__+-__-4____+-4_99_4-}_2_7_644-____+--4_50_0_++__8 ._1~_13_3~
ML
~ 4500+ 171111"1 GRADES WI TH MORE CLAY 6.4 144 640r--r--~--+-_1--4---4_--4_--+_~
29010". BORING COMPLETED AT 49.8 FEET ON 11-9-73. CASING USED TO A DEPTH OF 16.5 FEET. GROUNDWATER LEVEL NOT RECORDED. CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-61 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-44 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA I:! BORING P-45
~
>=- at:
0'" ATTERBERG SHEAR STRENGTH "'=>",... SURFACE ELEVATION 738.8
~~~
........ oz'"
LIMITS "'z >-
"'o:~ TR1AICIAL ~~COHFIHE.O wPftE!SK)fII ~M(~l'(11 O:"'U lt~
~~~
PI,. ... $TICI COMPRESSION Pt..AS1'IC LIMIT INO[X !!z ~:lIl 0:.J
~
Iol.!, In :.', tCl tdl '!f 00
- l U '"0 ~~
740 '" SYMBOLS D£SCRIPTIONS - 20.6 26.1 4000 14.7 101 13 I I\Mh- BROWN SILT WITH ORGANICS (TOPSOIL) tiGHT BROWN SILT WITH SOME CLAY. FINE SAND AND 3500 I TRACE OF FINE GRAVEL (HARD) (WEATHERED LOESS) 730 19 ML GRADES WITH MORE CLAY AND TRACE OF MEDIUM TO 'COARSE SAND I 3500 13 I-- Top of Wisconsinon Glociol Till
"- 4500 22 I GRAY FINE SANDY SILT WITH SOME CLAY. MEDIUM TO COARSE SAND AND FINE GRAVEL (HARD) ~ 720 12.5 10.9 21 I 4500 120 GRADES WITH COARSE GRAVEL l( 17.7 ~ 4000 17 II GRADES WITH MORE CLAY 710 I ML ~ 4248 2088 4000 13.0 124 21 ~ .::: 4500 18 I ~ 700 lIJ 12.5 15.4 4500 12.7 127 22 I ~ 4500 17 I Top of Interglociol Zens 690 ~ GRAY CLAYEY SILT WITH SOME FINE SAND AND 2214 3528 4500 13.0 125 20 I ORGANICS.
680 BORING COMPLETED AT 50.0 FEET ON 11-8-73. CAS ING USED TO A DEPTH OF 10. a FEET. GROUNDWATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED S F'ETY AN~LYSIS REPORT FIGURE 2.5-62 NOTE; SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-45
LABORATORY TEST DATA BORING P-46 SURFACE ELEVATION 741.1 SYMBOLS DESCRIPTIONS 740~~--~--~---+--~---+--~--~--~ "\ ML BROWN SILT WITH ORGANICS. FINE TO COARSE SANO .... 2229 432 23.4 19.3 95 107 7 4 I I
~
""ML ANO TRACE OF FINE GRAVEL LIGHT RROWN SIl.T WITH TRACE OF FINE SAND AND 14.1 9.4 -~ML .
~ CLAY (LOOSE) (WEATHERED LOESS) ~ 730~ __~____4-____t-__-+____+-____4-_7_5_0~____-+____~ 10 I
~MI i ML Top of Wisconsinan Glacial Till BROWN FINE TO MEDIUM SANOY SILT WITH TRACE OF
~ BRO~~A2LAYEY SILT WITH SOME FINE TO COARSE
~ 3612 1008 13.3 122 44 I ML SAND AND GRAVEL (MED I UM ST IFF) '- BROWN SILT WITH STRINGERS OF FINE TO COARSE 391~ SAND AND FINE GRAVEL (DENSE)
- - ' - - GRAY SILTY FINE TO COARSE SAND WITH FINE GRAVEL (VERY DENSE)
GRAY CLAYEY SILT WITH SOME FINE TO COARSE 13.3 7.4 4500 22.0 118 30 I ML SAND AND FINE GRAVEL
- GRAY FINE TO MEDIUM SAND WITH A TRACE OF FINE 710 1-_t-_-+-_-+_-+_-+__-+-_-+__-I-_~I60/ld'l .:.:.:.:.:~ GRAVEL AND THIN LAYERS OF GRAY SILT GRAY CLAYEY SILT WITH SOME FINE TO COARSE 4000 22 I SAND AND GRAVEL 4662 2808 4000 11 . 7 126 25 I
~~-+---+---+--~--+---4---~~4-~ ML 4000 23 II 19 I
- GRADES WITH STRINGERS OF FINE TO COARSE SAND BOR I NG COMPLETED AT 50.0 FEET ON 11*7 *73.
CASING USED TO A DEPTH GF 10.0 FEET. GROUNDWATER LEVEL ~OT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-63 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING P-46
LABORATORY TEST DATA I!! BORING P-47
~
U\effi ATTERBERG ,.. a::: SlIRFACE ELEVATION 739.7 LIMITS !;HEAR ST~ENGTH
~~
t;~%.
...:>", ~t_ - -,.J TRIAXIAL a:IIIU
~~
~IONf'lNtD
.... o;l 'LASTIC PLA$TICIT CONUSION P1'ItSSION ~"f":~TI. oz ..
... tol.:. ~z
... 11. .... LIWIT INOU:
",Ill !i.:.!i 00 740 a:iil tR,~ ~:t ~:t ::It) 0 iil~ SYIilSOLS DESCRIPTIONS 19.3 45.5 3750 2l.0 95 9 II ~ BROWN S I L T WI TH ORGAN I CS AND TRACE OF FINE GRAVEL (TOPSO IL) 13.5 3.4 750 3 I ML BROWN CLAYEY SILT WITH TRACE OF FINE GRAVEL (WEATHERED LOESS) 730 17.0 112 5 II ~ Top of WisconsinlJn Glacial Till BROWN FINE SANDY SILT WITH TRACE OF CLAY AND FINE GRAVEL (LOOSE)
J.,. 1199 1008 12.7 124 19 I ML GRADES WITH LESS tiNE SAND ~ I( 720 48 I ..... 1 - BROWN FINE SAND WITH TRACE OF FINE GRAVEL
- ~ GRADES GRAY AND WITH MED IUM SAND 83 I
~ GRAY CLAYEY SILT WITH SOME FINE TO COARSE SANO AND GRAVEL (HARD) 710 3924 2088 4UOU 12.9 124 18 I ~ (;) i::: 12.8 7.8 1000 15.3 120 8 I (MEDIUM STIFF) ~ 700 750 ML 9 I GRADES WITH MORE COARSE GRAVEL ~ ~ 4464 3168 4000 12.7 118 27 I (HARD)
~ Top of Interglacial Zan.
690 14.8 4.6 IUUU lb. , Ij 9 II ~ OARK GRAY SILT WITH ORGANICS AND TRACE OF FINE SAND AND CLAY (MEDIUM STIFF) BORING COMPLETED AT 50.0 FEET ON 11-8-73. 680 CASING USED TO A DEPTH OF 10.0 FEET. GROUNDWATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-64 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING P-47 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA 0
.,a:
ATU~l!r~RG SHEAR STRENGTH POe_"" . , ..
"'0-e~ ~~-U I:!
~
BORING P-48 UNtON'tHED Tfl:tIoXIAL
.,o-If a:'"
.~
,,-.S'fle
.... .... ala
",0 P\.ASTICIT'I CO¥£SSIOH COMPRESSION "'fAOfl6(tt_
_z oz ... SlIRFACE ELEVATION 72A.6
'"0 LINIT INDEX
\oJ !i..:.!i. 00 a: il ::, Cl .!. :EO
"~l':' ~ .~I ~~
730 ~~
~~
III -sP-SYIIIBOLS _ DESCRIPTIONS 13.8 9.1 4500+ 11. 4 120 18 I ML ~Tf{Er~~~n:~nf~D l{[~f~a~[~£NIC FINE TO 720 36 I :.':::. MEDIUM SANDY SILT WITH SOME COARSE SAND AND
- . - ORA~~~E F~~~V~~N~N~I ~~A~~A~~ g~A~ED IUM SAND
.... 3317 720 4500+ 13.3 123 34 I DARK GRAY SILT WITH SOME CLAY AND FINE TO MEOIUM SAND AND GRAVEL (HARD) ~ l( 710 21 I 4500+ ~ .... 12.4 13.0 4500+ 12.4 126 24 I ML ~ 700. 16 0 Cl ........ .. -ML 20 0
.1962 2088 14.0 121 18 TlJp of Intsrglaclal Zone
~ DARK GREENISH CLAYEY SILT WITH SOME FINE SAI~D AND GRAVEL AND OCCASIONAL ORGANICS (HARD)
\r-4500+ 14.4 124 liJ 690 27 3" COBBLE AT 30.7' Top of Illinoian Glacial Till
~ GRAY SILT WITH FINE SAND, OCCASIONAL FINE. 3942 2808 4500+ 13.7 123 24 GRAVEL AND OCCASIONAL FINE TO MEDIUM SAND
!-- SEAMS (HARD) 680 II .:.:.:.:.:. SP BLACK FINE TO COARSE SAND WITH SOME FINE 30 .::::: GRAVEL mrrrr~ LIGHT GRAY FINE TO MEDIUM SANDY SILT WITH SOME 11.2 3.8 9.2 135 54 III ~ ~~~~~~ SAND, FINE GRAVEL AND TRACE OF CLAY 670 BORING COMPLETED AT 50.0 FEET ON 11*6-73.
CASING US EO TO A DEPTH OF 3.5 FEET. GROUNOWATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-65 NOTE: SEE FIGURE 2.5-298 ANO FIGURE 2.5-355 FOR LOG OF BORING P-48 EXPLANATION OF SYM80LS USED ON 80RING LOGS.
I-Z
- r:- SHEAR STRENGTH AHERBERG ... 5", BORING P-49
~~ E~i ,=0.1::::' == .... ."... all: LIMITS o':! <.J Q.
~ ow
.J SURFACE ELEVATION 740.2
..."'h ~ ~
~~ I>-~
~:;;!
.~~~
- 8 aN ~~
al'"
~~ ~gSi
",-, 1T3 IE'" '~..t DS'
- DESCRIPTIONS 0
'WI' OF 1.()t:SS Hrowu,moltlc.-d gray, ~ilty clny, lra('.('
HOO* Il SS fine lo nledium sand, pockets of bL1Ck 5 TO~r5~n~I5~g~~i~~ ¥Yff d
- 734.2 1500' 13 55 Brown, silty clay, some fine to 10 coarse sand, trace fine gravel, organic material noted.
15 39 SS ML Light grayish-brown, fine sand and s i 1 t. trHce ("lay, thin ~:mc1 s('ams notc'ct. LillO' 13 SS 20 <:1. (;ra.y, si Ity clay, .*.. Oll!(* fine t'H coar~.
- -..md, I i"ttlp fine gravel.
C WOO II.' 16.7 14:J 11, HI< -tr:IC(' rilH' to coarst' gravel, scattered organic material noted. 25 VIOO 14f) 21 ss 4~0(~ 35 SS R<~1--4 -liUI,' rille t;ravel. 30 C 4500! 11.5 14.0 10.5 12 lIR Crny, cLayey silt, some fin~ to coarse s:~nd, trace fine gravel, tiny pockets, 2600 14 5S of sand, thin si~t seams, and coarse 35 gravel noted. 4070 Gray, silty clay, some fine to coarse 148 12 sand, trace fine gravel, thin clay 2500 22 S5 40 OB seams noted .. C NP 25b 99
-silt and sand seams noted.
TOP OF 1N'I'I':K(;I,AClAI. ZONE 700.7 1'>0(1)' il SS 45 Greenish-gTUY, silt, traCt' fint' to Oil IIIt,d i UIIl s.-mtl, tracQ clay .. c 'I'>O() 10.0 24.4 171< II(
' ....ee..nish-g,r ..ly, silly clay :llId fill(' lo I HI> 111 55 t'lteUiulU s;uH.l, tr4ce -tint' )~ravcl.
5 Greenish-gray, fill<: t() mediulH sand, SOlUte.
!;illy "lilY, tr:u'(' fil~(' j',rnv(,I.
...*e 100 '1'01' OF II.I.INOIAN '1'11.1. 6&6.7 55 4500+ 9 l 4" SS ML Cra..y, claye.y ~ill aud fine lo medium sand, lrace fine gravel.
SM 45001 8.0 100 60 5" SS c ~50o:t 10.3 8.0 7.1 13 HR -some fine to coarse sand. 145 55 -and fine to coarse sand .. 65 c 4500t 10.8 7.4 8.4 13 HR ML Gray, silt, trace fine to coarse sand, trace clay.
..... 10.7 138 S5 5M Gray, fine to coarse sand, little fine gravel, little silt, trace clay.
~ n()rill~~ ('{)mph,ted Rt 70;0 ff"flI1' oil 1,._J_l r,.
Wat.or l .. v.1 at 4. ') -fe.-t. Logged by: Sargent 6. Lundy Engineers Drilled by: Raymond International Tested by: Soil Testing Services Inc. CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-66 LOG OF BORING P-49
... lItEM S11IENI1H ATTER8E116 BORING P-56
~~ Eli .. ...... ..
.=! ~ .-! .
TIIIAXIAL _ LIMITS SURFACE ELEVATION 731> .4 U~! ~!;
~~ ~ ~!e ,..~
- 3-0 I!!I!GI ~ ~ ~ ~~I .is TOP OF I.oE5S Yellowl sh-brown, mott led brown lsh-I'\rav, s11 ty clay, trace flne to med lUlU s"~d, 21./I0Il 7 5S 5 organics nQtrd.
R/IOII 2'ib SS TOP OF WISCONSINAN TILL 727.1 10 Yellowish-brown, silty clay, some fine to 800 2(),2 11 08 2i~ 1~ 12 17 SS coarse sand, trace fine gravel. 15 50 S5 Yellowish-brown, fine to coarse sand, trace to 11 ttle sil t. I I 4'iOGi i I 39 SS C 12.1 13.1 10.7 126 Grayish-brown, mottled H ..ht .. ny. si. t~
~5120 11.8 13 HR clay, some fine to coarse sand, trac.
25 6640
~ 12E 49 SS fine gravel, silt and fine to coarse sand lenses noted.
Gray, clayey silt and fine to ~oars~ ,and, _. 110m 24 SS trace fine gravel, sflt and sand .~a~5 and coarse gravel noted. 1420 12.9 14.2 156 121 HR _. Ion .. 12 58 24.0-24.~, bray, fine to coarse sand, trace to little silt. Gray, silt, trace clay, organics noted. I 148 12t 40 !~ 19 58 Gray, silty clay, little fine to coarse I sand, trace fine gravel, thin silt seams 45 3700 i 26 S8 and organics noted. 1 08 840 2'1.7 95 TOP OF INTERGLACIAL ZONE Gray, clayey silt, trace fine sand, silt 1870 1'1.2 11 16 55 seams and tiny organic pockets noted. C 820 12.) 23.8 17.7 11 08
??nn 17.1 11, 15 88 55 8luish dark gray, silty clay, some fine to coarse sand, trace fine gravel, or;::anics noted.
TOP OF ILLINOIAN TILL 678.4 60 45001 72 58 ML Gray, clayey silt and fine to coarse sand, trace fine gravel, thin sand seams noted. SM 6!5 450~ 89 55 3430 ~1.1 5.6 8.4 14 HR
~ 40 58 Boring completed at 70.0 feet on 11-19-75.
Water level at 9.9 feet on
... 11-20-75
- CLINTON 'POWER STATION UPDATED SAF~TY ANALYSIS REPORT Logged byl Sargent & Lundy Engineers Drilled bYI Raymond International FIGURE 2.5-67 Tested bYI Westenhoff & Novick, Inc.
LOG OF BORING P-56
BORING P-57 d! ~ ....~ SIIUIt STIlEHIiTH ATTEReEM
~~ ol! TRIAXIAL _ LIMITS
~~ "'I Ie 735.9
~'I- ....~ !l;! ... ~
SURFACE ELEVATION
~i. "'
0 Iii! ~ :: 1- ...
~~ ~g;
~I!~i
~
TOP OF LOESS Yellowisb-brown, mottled light brownish-30()()< 10 S5 gray, silty clay, trace fine sand, 5 organics noted. TOP OF WISCONSINAN TILL 729.9 l!U Yellowisb-brown, silty clay, some* fln ...
~
12~ 10 14 SS to coarse sand, trace flne gravel, sand SeAIDS noted. I 141 12 HR 15 !~:i 40 SS 8rown, fine to medium sand, trace 511 t. c rHJ ft. 8roWLisn-gray, clayey silt, some fine to 1850> HR coarse sand, trace fine gravel, silt 20 1500< 80 55 se8lll$ noted. 17.0 to 17.5 feet, gray silt, som~ fine to _di_ sand, trace clay. 18.5 to 20.0 feet, fine to coarse sdr.d 25 4000> 138 23 SS lenses. 1320 12.9 13.4 150 12E HR 16 S5
-organics noted.
35 16QOo 12 S5 1760 13.2 11.7 llU 12 08 40 26()O1 23 55 45 31Q!)i 141 29 5S TOP OF INTERGLACIAL ZO~E 690.9 2~ t!¥. 215 13 08 Gray slit, little fine sand, clByey s~a~s noted. 2500 16 55 Dark gray, silty clay, trace fine sand, 4000> 12.0 24.7 180 13 08 organics noted. 8luish dark gray, sUty clay, some fin" 300 to coarse sand, sand seams noted. S5 1219 0 lq] 109 15 S5 TOP OF ILLINOIAN TILL 678.9 60 soot 111 SS ML Gray, clayey slit, some fine to coarse sand, trace fine gravel, coarse gravel noted. C 50~ 11.5 7.0 9D ~38 HR 65 0420 [SA 1139 100 SS 7"
.... 040 84 198 1140 94 55 Gray, fine to coarse sand, little fine to coarse gravel, trace silt.
ML Gray, clayey silt, some fine to coarse sand,
.... trace fine gravel
- Boring conlpleted at 10.0 feet on 11-18-15.
Water levei at 9.9 feet on 11-20-15. CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT Loued byl Sa~ent & Lundy Engineers Ddlled bYI Raymond International FIGURE 2.5-68 Teeted bYI Westenhoff & Novick, Inc. LOG OF BORING P-57
BORING P-58
~~~
o pat l;.t I!~~ SURFACE ELEVATION 73~.4 TOP OF LOESS Yellowish-brown, mottled light gray, 2000* !'\'\ 1102 8 SS silty clay, trace fine to medium 5 sand, organic particles noted. 1- 2 ,0/11\ 8 SS TOP OF WISCONSINAN TILL 725.9 114.~ ** ~58 ~2C ST Yellowish-brown, clayey silt, little fine to coarse sand, trace fin~ gravel,
.'\o~ 53 SS organic particles noted.
15 -grades to some fine to coarse SAnd. 113 ** 6.2 ~.1 L39 HR
"'" ~~~ 48 SS Gray, silt, some fine to coarse sand, trace clay, thin slit and sand seams noted.
'50~ 30 SS 1311 113.4 '.; ~2b 1111 HR Gray, clayey silt, some fine to coarse sand, trace fine i1-ravel, organics and 18 SS sand seams noted.
Brownish-gray, fin .. to coarse sand, some fine to coarse gravel, little silt. 29 SS
.... 1100()oj 22 SS Cray, silty clay, some fine to coarse sand, trace fine gravel, coarse gra,"el C 135()()oj JtlU l12l ST and organics noted.
12900; 25 SS TOP OF INTERGLACIAL ZONE GB8.4
.. 11600; 22 SS Dark gray, silty cLay, trace fine to sand.
coar~e 13.] 117.1 1218 OB 12: : 14 SS 11120 .11 I". , InD 111~ OB Dark bluish-gray, silty clay, little to some fine to coarse sand, trace fine gravel, thin sand seams noted. TOP OF ILLINOIAN TILL 678.4
.50~ 50 SS HL Gray, clayey silt, some fine to coarse sand, trace fine to coarse gravel, cobbles noted.
450~ 1>7 SS v HR
~'1no! ~1 * " ,. "" 53 SS Boring completed at 70.0 feet on 11-20-75.
Water level at 9.2 (eet 'on
- 11-21-75.
eLI N TON POWER STATION UPDATED SAFETY ANALYSIS REPORT Logged bYI Sargent & Lundy Engineers Drilled bYI Raymond International FIGURE 2.5-69 Tested bYI Westenhoff & Novick, Inc. LOG OF BORING P-58
i;ilr E.nt BORING P-59
'-~ SURFACE ELEV&TION APPROXuv.TELY 736 o ! I~ 1,1 LOESS Yellovlah-brown. c:tayey silt. s _
10 5S fine sand. layers of yello"ish-5 brown silty clay noted. 6.0 TOP OF WISCONSIIWI TILL Yello"ish-brown. sUty ctay. s _
.ft 3090 Ill.; 1l2l 33 5S fine to _dil... sand. trace Hne gravel. organlcs DOted.
9.5 feet. yello"ish-bro..... fine to coarse sand. little silt. trace 15 clay. 117.< 61 S5 16.0 feet. gray, fine to _dlUIII sand, trace silt.
".., 52 SS 18.5 feet. gray, ctayey silt, some fine to coarse saod, trace fine gravel. silt layers noted.
ft. 1094( 110.11 !ll.l 19 SS 27.0 to 29.5 feet, gray. fine to coarse sand. trace silt. 60 SS 29.5 feet. gray. sllty clay. little fine to lledl... sand. trace fine gravel, gray fine to .... di ... sand layers DOted. l002( 112.1 'w 51 5S 33.5 feet. grades to SOllIe fine to coarse ssnd, DO sand Seams noted.
..... i2500i 27 5S 113.~ .. .. ... 28 SS TOP OF IIITERGLACIAL ZOIlE 48.S 1100<1' 18 SS Dark bluish-gray. sUty clay. some 112
- 1 ST fine to aaedi ... sand, trace fine gravel. organics noted.
137001 51.5 feet. greoles to greyish-blue. 12 SS _tt1ed olive green. fine gravel DOted. TOP OF ILLINOIAII nLL 56.0 HL 14~ 100 S5 Gray. clayey silt, sOllIe fine to CL coarse sand. trace fine gravel. BORING COMPLETED AT 60.0 FEET 011 5/5/16.
... WATER LEVEL AT 14.5 FEET *
~
- 1. LOGGED 8Y, SARGENT & LUNDY.
- 2. DRILLED BY, RAYMOND INTERNATIONAL.
- 3. TESTED 8Y, WESTENIIOFF & IIOVIQ(.
CLINT 0 N POWER STATION
, UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-70 LOG OF BORING P-59
~~ iii ---
01 ATT_ BORING P-60
- 11- !( ~il I;h L.-R T-' -~ ~ ~ SURFACE EUVATION APPROXIMATELY 136 0
IJ" I iii ~ LOESS Yellowish-brown. clayey sUt. little
~~ 36 SS fine to ....Il_ sand. organics (roots) 5 noted.
TOP OF Wl5CONSlIIAN TILL 4.5 Yellowish-brown. c:layey silt. SOIIIC! to 4500l 16.1 42 S5 and fine to ..,dium sand. trace fine 10 gravel. organics noted. 9.5 feet. yellowish-bro..... fine sand. trace silt. 19.1 S5 5S D.5 feet. grades with little silt. 15 19.0 feet. grayish-brown. clayey silt. a> 4~ ll.~ 1 20 SS s _ fine to coarse sand. trace fine gravel. thin sl1 t seams noted. 22.0 feet. brown. fine to medi_ 15 S5 sand. little slIt. flne gravel 25 noted. 28.0 feet. gray. silty c:lay, s ...... 14100' 30 55 fine to coarse sand. trace fine gravel. 33.5 feet. organics noted. 4140 14. 12 15 55 5T lB.5 feet. gray. clayey sUt. little
'10 3920 14.1 12.6 14.( 11' IB fi ne to coarse sand, trace fine gravel. organics and sand pockets noted.
43.5 feet. gray. silty clay. some 2600' 13. fine to coarse sand. trace fine 45 gravel. TOP OF INTEtlCLACIAL ZONE 41.0 20000 Dark gray, slIty clay. trace fine to medium sand, thin sand seams noted. 53.5 feet. bluish-gray. sUty clay, 2400 10.7 16.~ 14.6 13 sooae fine to medium sand, fine 55 gravel noted. TOP OF ILLINOIAN TILL 56.S 18.1 Gray. silt and fine sand. trace clay. 60 , 60.5 feet. gray. fine to coarse sand, sOllIe silt, trace fine gravel. 15.9 65
- BORlltG COMPLETED AT &5.0 FEET ON 5/5/16.
WATER LEVEL AT 13.5 FEET. ~
- 1. LOCGED BY: SARGENT & LUNDY.
- 2. DRILLED BY. RAYMOND INTERNATIONAL.
- 3. TESTED BY. WESTENIIOFF & NOVICK.
CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-71 LOG OF BORING P-60
BORING P-61
~~I-W o .
---1~1i
...~ I'~
SURFACE ELE'IlTIQN Al'l'IlOXIHATELY 1)6 FILL 8"""", silty clay, Uttle fine to 5
'42001 12.' 8 SS coarse sand, trac:e nne guvel, thin sand lenses and organics noted.
4.0 feet, IIOttled brOWll and gray. 14.e 4 55 8.5 feet, brOWlllsh-gray, dayey sUt, SOllIe fine sand, Une gravel aDd sand se_s noted. 9.5 feet, gray, fine to medium 15 i6lo!0 l l.* 11.1 ilU U8 30 SS sand, SOlIe s 11 t.
'l'OP OF WlSCOIISllIAN TILL U.5
.... 13510 14.0 122 22 SS 8ro_, silty clay, little fine to coarse sand, trace Une guvel, r...slah-brown silt seams noted.
18.5 feet, black organ1c: material noted in sUt se...s
- BORING COtIPLETED AT 20.0 FUT ON 5/S/76.
WATER LEVEL NOT ENCOUNTERED. e. ~
- 1. LOGGED 8Y: SARGENT & LUIIDY.
- 2. DRILLED 8YI RAYMOND IN'lIRNATIOIlAL.
- 3. TESTED BYt WESTEIIHOFF" IIOYICK.
CLINTON POWER STATION UPDATED S AFETY ANALYSIS REPORT FIGURE 2.5-72 LOG OF BORING P-61
BORING P-6IA i SIIEM . . . . . . IATT_ _
~Ol T~
il !~~1i ;:i I
~
SURFACE ELEVATION APPROXIMATELY 736 o ~ !! I,. 13~ FILL Brownlsh-gray, clayey silt, littl" 2 SS fine to coane sand, trace fine 5 gtavel. 10 12.5 11.1 14~ 12 SS 1l.S feet, grades to gray, silty 1210 13.~ 21 II SS clay, little fine to coarse 15 sand, trace fine grave l. 18.5 to 19.5 feet, brown, fine to 20 1600* 13. 11 14 S5 coarse sand. 19.5 feet, gray, silty clay, little fine to coarse sand, trace fine gravel. 2 1290 12.1 20 18 55 2l.5 feet, fine gravel, fine to coarse sand seams noted. 920 n. 117 10 55 l5QOl 16.~ 13 5S 35 TOP WISCONSINAN TILL 36.5 Dark gray, slity <:lay, trace fine to 40 l090 25.8 105 5 SS medillftl sand, organics noted (topsoil). CL 45 BORING COMPLETED AT 40.0 FEET ON 5/5/76
- water level at 18.5 FEET.
55 60 65 ~
- l. LOCGED' BY: SARGENT & LUNDY.
- 2. DRILLED BY: RAYMOND INTERNATIONAL.
- l. TESTED BY: WESTENHOFF & NOVICK.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-73 LOG OF BORING P-61A
LABORATORY TEST DATA
.,Sffi A~T~T~RG SHEAR STRENGTH ,. ~ BORING 0-1
- ~i ~~
>-=- ~.
a TftlAXtAl,. ~'IN(D P1!tESSIOH roc~~TtIl ;~ ",en .. oz ... SURFACE "ELEVATION 716.1
~~~
PLASTIC '"'-AlflCln CC)MPItUSIOH LIM.T _z INOU
!t.:.!i. !!!. a 00 au
"'iii Il-.!, ~ :.a, C1 ,!, Q 720 ~ ,~, 2"
~
Ql DESCRIPTIONS 12 I 710 2900 15 II 2740 11.6 12.3 14 I GRADES TO VERY ST I FF 4250 7 28 II 700 1~. 12~ GRADES WITH SOME GRAVEL 30 \I Top of Infllrgltlcitll Zonll SA 143IId' II 690 9.4 132 BROWN FINE TO COARSE SAND WITH AND SOME SILT (VERY DENSE) GRAVEL 4500+ 28 \I
~---l BROWN SILTY CLAY WITH SOME SAND (STIFF TO VERY STIFF)
GRADES WITH MORE SAND AND SOME .GRAVEl 680 3780 12.8 124 17 I 33 \I GRAY FINE SAND WITH SOME SILT (DENSE) SA 18.4 108 42 I SP 670 w,.iI---! Top of IIlinoitln Gltlt:ltll Till 4500+ 172 \I GRAY.SANDY SILT WITH CLAY AND OCCASIONAL GRAVEL (HARD) 660 4500+ 93 Ii ML .... 4500+ 141 II GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL ~ 4500+ II (HARD) l( 650 55 ML ~ 4500+ 52 GRAY FINE' TO COARSE SAND WITH SOME GRAVEL 72 (VERY DENSE) GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL 141 II AND OCCAS 10NAL LENSES OF FINE SAND (HARD) 4500+ 144 Ii 4500+ 161 ta
\sot3" ta 620 ML 4500+ ~210' ta lOG' 61 0 4500+
4500+ 163 Ii 4500+ 158 II 600 4500+ 15 BORING. COMPLETED AT 119.75 FEET ON 7-21-72 590 CASI,!G USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY A!"ALYSIS REPORT FIGURE 2.5-74 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATlOtI OF SYMBOLS USED ON BORING LOGS. LOG OF BORING 0-1
LABORATORY TEST DATA e! BORING 0-2 E a
~
13 SURFACE ELEVIATION 673.4
~~
iii ~ SYMBOLS DESCRIPTIONS 670 II Ii LIGHT BROWN CLAYEY SILT WITH ROOTS ,l' BROWN S IL TV CLAY WITH OCCAS 10NAL GMVEL 19 Ii CL AND LENSES OF SILT (VERY STIFF) (LOESS) TtJp tJf IIl1ntJ/11n Gltlt:/tJl Till 48 Ii BROWN S I LTV CLAY WITH SAND AND SOME GRAVEL
..... 660 (HARD) 46 III GRA6cg~~mA~ ItM~~O~A~~ND sa~~A~~~VEL AND
~ II: 38 iii 650 ML BASE OF WEATHERED ZONE AT la.5 FEET GRADES WITH MORE CLAY 4111
- e
..... 10411 GRADES WITH MORE SAND 640 81 III r- GRAY CLAYEY SILT WITH SAND AND GRAVEL (HARD) ~ 1C:l<lM' 13 i::: 630 ~ ~ 170 III ~ 620 ML 4500+ 100'5' 13 45Oa+ 1005' Ii 610 1--+---+---4---+--I---+45aa++---I---IIO~ II aCCAS IONAL SAND SEAMS 152 II 600 45CO+ GRADES WITH LESS GRAVEL 152 II BOR ING COMPLETED AT 79.5 FEET 590 ON 7-21-72 CAS' NG USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-75 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-2 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
.. ..'-".t
~eE ATn~~~RG SHEAIt STRENGTH
~~~ '.' .. 11....
... ........~
v .. ;;.Mo.,a,fl' __
~~= \..:" "'."1(.
-"",,, BORING 0-3
~ ~"..
~at:
C 1.~(1l Cd 670 SlIRFACE ELEII/fITION 660.0
~~~
.... 660
"" SYMBOLS DCSCRTIONS
~;:r:lO~~T~~~D~'~SS..;"~I(C~';";'irAA~/I~U~'~'V~M;--------------
~ 4 II SP 8ROWN CLAYEY SILT WITH O'GANIC MATTER*(TOPSOIL)
BRO\olN FINE TO MfOIUM SAND (V£RY LOOS£) 2175 20.1 1010 7 II ~ CL BROWN SILTY CLAY WITH TR~CE OF VERT FINE SAND j (MEOIUM STIFF) 650 < HEM M 2 II SC AlTERNATING LATERS OF ClaYEY saND, SILTY SAND AND F IN£ TO COARSt SANO WITH SOME GRAVEl
~ lolL (VERY lOOH AND VERT SOFT) ,
\.11 SP OCCASIONAL LATERS OF CLAYEY SILT WITH SAND 39 1 ..... SP BASE OF WEATHEHO ZONE At 17.0 FEET
~ 640 GR'Y FINE TO C,,'Rst SAND WITH SOME GUVEL
( OENSEl i::: TDI' ", IIli"DIII" IIIIIel,1I Till 10.200 3000 9.8 135 lzVlC1 II
~SOO* 11516"11
'1\li GRAT SANDT SilT WITH SOME GRAVEL (HARD)
IiI! 630 ML
~ PERM SA "st)o* 85 II 7.5 1~~
loa.< g "",!
- ON WATER SAMPLE OBTAINED ON 10-7-72 BORING COMPLETED AT ~O.O FEET PlEZOHETER INSTALlED I. D-3A ON 7-13*72 ON 1*1)*72 A 3/~ INCH PVC PIPE WITH THE lOWER END CASING USED TO A DEPTH OF 20.0 FEET PLUGGED AND THE LOWER 5 fEET PERrO.ATEO WAS PLACE~ AT [LtVATION 620.0. PEA GRAVEL WAS PLACED FROM HEVAT ION 620.0 TO 630.0; A SENTONITE SEAL FROM nEvATION 630.0 TO 6)2.0;'.0 PEA GRAVEl AND CEMENT GROUT FROM' ELEVATION 632.0 TO 660.0.
PIEZOMETER INSTALLED IN 0-38 ON 7*13-72 SORIHC 0-38 WAS LOCATEO 6 FEET FROM 0-3A AND WAS CR IhE.O TO A DEPTH OF 10.5 FEET. A 3/~ INCH PvC PIPE WITH THE LOWER END PLUGGED ANO THE LOWER 5 FEET PERFO"TED WAS PLAC[O AT £LEvAT ION 639.5 .
- PEA CHVEl WAS PLACED FROM ELEVAT ION 639, S TO 6~9. 5; A BENTONITE HAL rROM ELEVATION 649,5 TO 651, S;ANO PEl GRAVEl AND CEM[NT GROUT rROM ELEVATION 651. 5 TO 660.0.
\lATH L[VEL HAOINCS DE P1H IELOW GROUND SURFACE I. FEET TIP [LEYATIO. 610.0- TIP [UVATION 639. S lliL
,.7 S-)*/Z 10.0 10.) '-15*72 11.0 11.5 '*6*/2 REFER TO FIGURE 2.4-37 FOR WATER LEVEL OBSERVATIONS_
~ BORING D-4
!= SUlfFAC£ £LE.,.TION 1111.'
~,
660 ..:l SYM.OU DCSCR,,.TIONS mlil1i ML OAU BROWN TO SLACK CLAYEY S IL T WI TH SOME
~~
161
<ANO ANO ORC"'C HATTER .(TOPSOll)
T"" ", SII" f>HII AI",.iIlM 1500 T I ~ CL 650 BROW. SilTY ClAY WITH SOME rlNt SAND
~
800 211 III ML (MEOIUM STIFF)
**OWN CLAYEY SilT WITH SOH( FINE.SANO (SOFT) tl OCCAS 10NAL SUMS OF FINE SAND
...... SP GUTISH-IROWN fiNE SAND
~
640 131"'-~--I
<:) 'ROWN FINE TO COARS[ SAND WITH GRAVEl i::: IT I SP (loItOIUM DENS£)
~
~
630 42 0 sw
~ to I II' Wt."--~ T"I' ., 111/".,." 6'"el., T'"
'I ML GRAT SANOY SILT WITH CLAY AND SOH( GUVEl (HARO) 620 1OOt'II"1,,'~I.ioI'O.IIL..._'"
BOR ING COMPLETED AT 19.5 r[n ON 7*1~*77 CA~ INr. USED TO A OEPnf or 2C.0 rEET 610 WATER LEVEL NOT RECORDED. CLINTON POWER STA TIO N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-76 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORINGS 0-3 AND 0-4 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING 0-5
.,affi I-A_T....Ti.E..."~rl\-. .i'-R_G-+_=::'SH::"E_A_R-r.:::ST=R::::E::::NG::TrH-=:::--i
. ~!z
;~i SURFACE ELEVIITION 656.4 cJ:~~~~ ==~1'I:1I ~~
~~~ LI~IT r.t?' :cl!t PLASTIC PUSTICITt
"'j;J I"~U til ~ ~:t ~8 660 DESCRIPTIONS DARK BROWN TO BLACK CLAYEY SILT WITH SOME SAND AND ORGANIC HATTER (TOPSOIL) \
~ Top of SoU eN'tlk Allullium ....,.650 BROWN CLAYEY SAND WITH LENSES. OF F !!lE TO ~ MEDIUM SAND (SOFT TO VERY LOOSE) BROWN SILTY CLAY TO CLAYEY SILT (SOFT) GRAY SILTY FINE SAND WITH CLAY LENSES (LOOSE) 640 BROWN FINE TO COARSE SAND AND GRAVEL ~ 29 Ii
<:n:Yi~:/~~EJ'6CI61 Till GRA1H~~~r SILT WITH CLAY ANO SOME GRAVEL' 4500+ 115 iii 630
~ 127 iii ML i::: 175 Ii ~ 620 ~ 1cx:W' Ii ~ BOR ING CORPLETEDAT-39. 5 FEET ON 7-17-72 6/0 CAS ING USED TO A DEPTH OF 20.0 FEET WATER LEVEL NOT RECORDED.
!r-------------------------------~----~
i CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-77 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-5 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
~ BORING 0-6 ft a~ t: SURFACE ELEVATION 6~6. 0
!t~
SlIi iii ~ SYMBOLS - DESCRIPTIONS 9 II OARho~:;o_' BLACK CLAYEY SILT WI1H ROOT~ O~~~~~J WITH ~RE CLAY 6501--t--t--+--t--+775 -+--~I- 27./f 96 4 II C L Top of ~!iI_C,.;,itAIIUlliu", 20.1 9.5 500 124' . BROWN SILTY' CLAY WITH TRACE OF FINE SAND 31.1 88 2 III ML (SO~nDES TO CLAYEY SILT WITH SEAMS OF VERY FINE SANOY SILT 16 III SM GRAY SILTY FINE SAND WITH SOME CLAY (MEDIUM DENSE) 4500+ 27 Ii ! " - - " Top of 1111110/011 s/ocltll Till. GRAY CLAYEY SILT WITH SAND 'AND SOME GRAVEL 630~__r-__+-__~__~__~____~4~~0+~~B.~B+-~I'_4~~~. (VERY STI FF) GRADES TO HARD 4500+ 91 Ii 450(1+ 7.1 flI7 I00I7. 135 Ii 116 Ii ML 83 Ii 450(1+ 6.5 136 136. 600~-+---+----r---~---~---r----r----~~ 129 Ii 4500+ 93 Ii 590'~~----+----r---~---~---r----r----r-~ I-- GRAY SILT WITH TRACE OF CLAY (HARDl 2040 6000 4500+ 16.5 115 1OB/6'. ML (GLACIAL OUTWASH)
- BROWNISH-GRAY CLAYEY SILT WITH SAND AND 51 Ii SOME GRAVEL (HARD) (TILL)
TX/DY 9650 6000 93. BOR ING COMPLETED AT 80.0 FEET ON 7-IB-72 CASING USED TO A DEPTH OF 20.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAF'e:TY AN~LYSIS REPORT FI GURE 2.5-.78 NOTE: SEE FIGURE 2.5-298 AN~ FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING 0-6
LABORATORY TEST DATA Ii
~ BORING 0-7 a 13 SURFACE ELEVATION G55~ 7
~~
()::tl
~ ~ SYMBOLS - DESCRIPTIONS
~ 13 Ii DAR~I~~O~~N~O A~6Ag~G~~~tE~A~+~~ 1+~s~~t~
~ 650r--+---r--+-~~~--~--~--4-~ 12 Iii Top 01 Solf Crllllk Alluvium BROWN AND GRAY SILTY CLAY' (STIFF) 2 Ii ML BR01~o~~~ GRAY CLAYEY SILT WITH FINE SAND
, ** - BROWN AND GRAY FINE TO MEDIUM SAND WITH SOME
~ 640r--+---+---+---r--+---4---~--~--~ 30 Iii ---::...:...... GRAVEL AND TRACE OF SILT (DENSE)
, . - - - Top 'OI IlIino;'an Glacial Till 39 iii ML GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (HARD)
~ 630 1--t---+--t-_+-_+__f4~5~0~0+4_ _+-_-I i:::: 15119' Ii GRAY SANDY SILT WITH CLAY AND SOME GRAVEL (HARD) ~ ITQfld'lii ML ~
- -J
~ 620t--r--~---+--~--~r---~4~50~O~+~__-4__~ 147 Ii 11'3Il:l' Ii BOR I NG COMPLETED AT 39.5 FEET ON 7-18-72 CAS ING USED TO A DEPTH OF 7.0 FEET CLINTON POWER STATION UPDATED S A_FETY ANA_LYSIS REPORT FIGURE 2.5-79 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-7 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING 0-8 SURFACE ELEVATION 655.7 SYMBOLS' OESCRIPTIONS 24.7 86 9 III DMrT~~~~~JLAYEY SILT WITH ORGANIC MAnER 650~c~~1°8'.8.t~1~2~.~2~---+--~-----t~1~0~00~~2~5~.8~-9~5~ Top of Soli C"~k Alluvium 3 I BROWN S IL TV CLAY (SOFT) 27.2 97 I II BROWN AND GRAY CLAYEY SILT (SOFT) GRAY VERY FINE SANDY SILT WITH CLAY (SOFT TO VERY LOOSE) 14 II 640r--+--~--1---+-~--~--~r--1--~ BROWN FINE TO COARSE SAND AND GRAVEL (~'ED IUM DENSE) 4500 Top of Illinoian Glaciol Till 20 Ii" GRAY CLAYEY S IL T WITH SAND AND SOME GRAVEL (VERY ST I FF) 630 TX/CU/PP 4500+ 109 II GRADES TO .HARD 130 ~ ML 620~--r---+---4---4---4----;----+----r---i8W6' ~ OCCAS 10NAL SEAMS OF VERY FINE 9716" II SANDY SILT 6 I 0 t---+_---+---t---t---t---t----+-7;..:.'-'1-+..:.1.:;..~4~ 103'6' I 9011 109 II PE: ML MEDIUM TO COARSE SAND WITH SOME GRAVEL (AQUIFER WITH ARTESIAN HEAD TO GROUND SURFACE) .... 99 II t- GRAY SILT WITH TRACE OF CLAY AND OCCASIONAL SEAM OF nNE SAND (GLACIAL OUTWASH) GRAY CLAYEY SILT WITH SAND AND GRAVEL AS ~ ABOVE (TILL) ~ 590~T~X~/C~u~/PrP---t----4--~----~---r----t_--4_--~ 97 I ~ ..... 117 II ~ 580r--+---r---r--~~--~r---~~---4 104 II ~ 100 ~ ~ ~ 570r--+---r---r--+-~--~r---~~__-4 161 II ML OCCAS 10NAL SEAMS OF SANDY SILT WITH ~ GRAVEL 63 Ii 560t---~--~r----t----+----~4~10~0~-----+~I~O~I+_~13C~ 41 II 74 II 550r--+---r---r--+-~--~r---~~---4 90 Ii OCCASIONAL SEAMS OF SILTY FINE SAND 70 II GRADES WITH MORE CLAY 540~--r---+---~--~--~4~1~60~----+-~8.6~i~~~1.2~ 98 II 4500+ 80 II BOR lNG COMPLETED AT 120_0 FEET ON 7-19-72 CAS ING USED TO ~ DEPTH OF 58.0 FEET PIEZOMETER INSTALLED IN 0-8 ON 7-19-72 BOR ING D-8B WAS LOCATED ADJACENT TO 8A AND WAS DRILLED TO A DEPTH OF 16.0 FEET A 3/4 INCH PVC PIPE WITH THE LOWER END PLUGGED AND THE LOWER 5 FEET PERFORATED WAS PLACE AT ELEVAT ION 639.7. PEA GRAVEL WAS PLACED FROM ELEVAT ION 639.7 TO 654.2:AND CEMENT GROUT FROM ELEVATION 654.2 TO 655.7. WATER LEVEL READ INGS DEPTH BELOW GROUND SURFACE I N FEET DATE 5.9 8-3-n 6.2 8-15-72 CLINTON POWER STATION 7.8 9-6-72 II UPDATED S~FETY A~ALYSIS REPORT REFER TO FIGURE 2.4-37 FOR WATER LEVEL OBSERVATIONS. FIGURE 2.5-80 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-8 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
",Sffi ATTE:M RG SHEAR STRENGTH . ~!i: ~ t! .. ..BORING 0-9 t;~i cJ:~~~ =:~",-"=TltIt ~~... ~~'i ~
660~~;~~a~_LI_~_T~_'*_:_*~~~~:'~~~~~~~-Fm~!~.~~~.~a=_:.~~~~8__+-_~__,
"LAITIG PUtiTICI" al3 SIIRFACE ELEVATION M4.B
~~
1411lfjiL ()~ ..... ill ~ $yItlBOL$ - DESCRIPTIONS !4J DARK BROWN ,TO BLACK CLAYEY SltT WITH~OME FI NE SAND AND ORGAN IC MATTER (TOPSO II.) ~650~-+--~--+--+--4---4---+-~~~ 8 II Top of $011 C,..k Alluvium CL BROWN $1 tTY CLAY' WTTH SOME' SAND (STI FF) 10
- EE
- BROWN FINE TO COARSE SAND WITH SOME GRAVEL (MEDIUM DENSE)
~640~-+---+---+--~--+---~--~---r--1 SP SW
!l0 iii 29 II GRADES BROWN ISH-GRAY
~ ..... ~630~~--~~--~~---+--~~--+---+-~ 1'l'W1iI ~ GRAY FINE TO MEDIUM SAND WITH TRACE OF GRAVEL (VERY DENSE) ~ 16011 Top of 1111110/011 GIDt:IDl Till GRAY SANOY SILT WITH CLAY AND SOME GRAVEL ~ ML (HARD) ~ 6201---1--+--+--+_-+_-+ 4500 + --1---1 189.0'1 II 4500+ 166 II BORING COMPLETED AT 39.5 FEET ON 7-18-72 CASING USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED S~FETY A~~LYSIS REPORT FIGURE 2.5-81 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-9 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
-.. ~ffi ATTE~~~RG SHEAR STRENGTH I:!li; )- BORING 0-10
~a::x e~.. ,...t:_
~~ t TltIAJCt.... UHCOH"H[O..oeqT
- 3f~ 'LAITIC P'LASTICIT'I COM,tI[1$1ON tcOM'Pttf.SSION"'ICTtIOMCTIII!!!Z SURFACE ELE~TION 6156.0 660,.)o_I:!~a~_LI_~_T~_**_:_"-F~~~_~~~..~_~~m~!_.~m~.~~_:.__~~_8__+-_~~
SYJi/BOLS DESCRIPTIONS 13.0 98 ..ldJ... DARK B.l.IROWN TQ.BL. SAI*~~~r~ILT)WHli CLAY* DICD A~D.:..O~.GA..N .MA fER 1** uPSOIL 650 D/CD+----+----t_--~---r----t_---t----+---_I 4 I Top IIf SII/I C".k ~ '!!.~/";" DICD DICD SM BROWN.AN.D GRAY S GRADES TO _~ AV*W. II>:)~~~{~.:~.E SA.ND. (LOOSE) LENSES AND' 3 I l:j f' TRACE OF ORGAN IC Jl
~~r-:::.!...-I BROWN FINE SAND (LOOSE)
DlcD BROWN AND GRAY FINE TO COARSE SAND WITH 640 g~~g:+-----I-----I----+----r----4-----r----~---I 1151 GRAVEL (MEDIUM DENSE) Top of "linD/tin Olaclal Till 4500+ 157 I GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (HARD) GRADES TO SANDY SILT WITH CLAY AND SOME GRAVEL PERM 156'9'
- SA 7.2 131
~II OCCASIONAL SEAMS OF FINE TO MEDIUM SAND 620r--r--~--r--+--+---+---r--;---i
~ I~I ML IZ5 II 610r-~--~--r--+--+---+---r--;---i ~ i::: I IX - 4500+ liZ I ~600r-;-~r--r~--+-~~-+--+-~ -
- 4500+ 69 II G:i I'---
GRAY FINE TO COARSE SAND WITH SOME GRAVEL AND 590I-SA_t-_+_-+_-t_ _f-_+_---1f-14_o_8+1_1_6-1IZ!W". SP ~ILT (VERY DENSE) (GLACIAL OUTWASH) OCCAS 10NAL LAYERS OF FINE TO COARSE SAND WITH GRAVEL DlcD 4500+ 10016' I GRAY SILTY CLAY WITH SAND AND SOME GRAVEL
~~
(HARD) (TILL) LAYERS OF FINE TO COARSE SAND WITH 580t----1t--t--+-f_+_-t_4...;5_00_+t-_+_-I 54 a SOME GRAVEL GRAY CLAYEY SILT WITH SANO AND SOME GRAVEL 4500+ 49 II CL (HARD) GRADES WITH MORE CLAY 570~------ ______ ~~ __ ~ ______ ~~ BOR ING COMPLETED AT 80.0 FEET ON 7-19-72 CAS I N.G USED TO A DEPTH OF 6.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION I UPDATED S ~ FETY A~~L YSIS REPORT FI GURE 2.5-82 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR . LOG OF BORING 0-10 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA 7Iii
- >-t:_ ~ BORING D-II a ::l
~
Q:U1U oz ... o SURFACE ELEVATION 653.8.
~~
~~
Q:/ ~ SYMBOLS DESCRIPTIONS 1700 DAR~ATT~~N cA 650 ;ILT WITH TRACE OF\ORGANTc 1500 23.2 P 1 CL Top of Stilt Cr6t1k,illulli,,-m DAR~I~~A~.~~D~~~~~Fl~ LTY CLAY WITH SOME P II §~~~~IO~;L jAiw SEAM L:.'A" "IV I GRAy S~~~~E~ I ~~ ~~I,L~~ T~AR~C~~~~ ~~D c't'l~WN 10.7 135 20 II ' AND ORGAN IC MATTER GRAY FINE TO COARSE SAND WITH GRAVEL (DENSE) Top of Illinoitln Gltlcial Till 27 Ii GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL 630 I DlcD (HARD) 4500 7.5 142 166 1 SEAM OF SAND 6 I NCH SEAM COARSE GRAVEL 4500+ 107 Ii 620 .~uu trU'1U 1 4500+ 10016" Ii LAYER OF SAND AND GRAVEL 610 Tx/DY '7' 144 I 4500+ 82 II 600 ITX/D' 11 6 .9 00 4000 4500+ .... 7.9 139 100 I LAYERS OF FINE TO COARSE SAND WITH GRAVEL 4500+ ~ 152/rJ'1i l( 5"
'vv 15.300 4000 4500+ 8.4 137 115 1
~ 18 INCH LAYER OF FINE TO MEDIUM SAND (AQUIFER WITH ARTESIAN HEAD
~ ..... ML TO GROUND SURFACE) 20 I NCH LAYER OF GRAVEL 4500+ 85 II ~ <::I 580 4500+ h: 112 I ~ DR 4500+ 78 Ii DlcD ~ 5"'C 6 INCH LAYER OF SAND 4500+ ~ 941 4500+' 65 II PIECES OF ORGANIC MATTER
"'vv 450iY 66 1 4500+ $1 II 55D 4500+ 69 I 3 INCH SEAM OF GRAVEL 4500+ 96 II 51D 4500+ 75 1 4500+ 91 II 5~D 3 INCH SEAM OF GRAVEL DlcD 301 GRADES WITH MORE CLAY
"' ... v GRADES WITH LESS CLAY i--- Top OfPrs-lffinoian Glacial Till (ESTIMATED) 62 II GRADES WITH SEAMS OF CLAY GRADES TO MOTTLED GREEN AND GRAY 51C 9.6 128 52 I TRACE OF ORGANIC MATERIAL l.-L-.....L 5""
CLINTON POWER STATION UPDATED SAFETY A~ALYSIS REPORT I-80R I NG CONT I NUED FIGURE 2.5-83 LOG OF BORING 0-11 (SHEET 1 of 3)
LABORATORY TEST DATA BORING 0-11 CONTINUED I~ SURFACE ElEVATION 500 SY"BOLS DESCRlI"TIONS T.p . f 11111"_" B.d,.,;t IItllltIY D,p**"
...... 92
- GRAY FINE ~AND (VERY DENSE) (ALLUV IUH)
-rOT..,
SA 17.8 109 160 *
. . . .A GRADES TO VERY FINE SAND 131.
47'~ GRADES TO FINE SAND WITH TPACE OF KED IUH SAND In/DY 141.
"#<A GRADES TO VERY I' I NE S AND ~ IlH TRACE or S III AND GRAVEL 95 II 4~"
180 *
~.II, GRADES WITH TUCE OF HEDIUH TO r.DARSE SAND
~ 116 II t..: '1:~ i 420~IW~DY GRADES TO BROWN 1'1 NE SAND ~ 1200(4', SP ____ ~~____~-+____~____~~-; GRADES WITH SEAMS OF GRAVEL ~ GRJ.DE~ TO FINE TO MEDIUH SAND ~ Iel:W'II ~ ~/O~-+--~--+-~--~--~--~--~~ ~ 16.S 109 225. TRACE or COARSE SAND IISW'II GRADES TO VERY FINE TO FINE SAND WITH TRACE OF Sill 176111'11 I63fKf II TOP OF BEDROCK GRAY TO BROWN KlTTtED LIMESTONE, FI NE CRYSTALLINE, MASS IVE, FEW SI'All ISOLATED VUGS,OCCASIONAL TIGHT FRACTURE GRADES TO NUHEROUS IRR[GUI AR SHALE SEAMS GRAY SHAlf, INDISTINCT BEDDING,NUHEROUS SLICKENSIDES ALONG RANDOH ORIENTED PlANES OF WUKNESS,OCCASIONAl itS" fRACTURE GRADES TO PURPLE COLOR GRAOES TO GRAY COLOR lOR ING CONTINUED CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-83 LOG OF BORING 0-11 (SHEET 2 of 3)
LABORATORY TEST DATA BORING 0-11 CONTINUED SURFACE ELEVATION SYMBOLS DESCRIPTIONS LIGHT GRAY MICACEOUS SILTSTONE WITH OCCAS 10NAL TH IN SEAM OF SHALE. VERY SANOY IN ZONES. MASS IVE 3JO~-+---+--~--+---~--~--~--~~ 1<Xl". 100'1'. 310L---~P~I~E~ZO~M~E~lE~R--IN~S~T-A-LL~E~D-I-N-D*-~I-I-0-N~6~--2-1--7-2"--"----~ BOR ING COMPLETED AT 343.5 FEET BOR ING FLUSHED WITH CLEAR WATER AFTER ON 6-19-72 COMPLETION AT 343.5 FEET. A 3/4 INCH CASING USED TO A DEPTH OF 65.0 FEET PVC PIPE WTIH AN 18 INCH POROUS STONE TIP WAS PLACED AT ELEVATION 493.8. GRANULAR BACKFILL WAS PLACED FROM ELEVATION 310 ELEVATION 310.3 TO 513.8;A BENTONITE SEAL FROM ELEVATION 513.8 TO 515.3;AND GRAVEL AND CEMENT GROUT FROM ELEVAT ION 515.3 TO 653 8. WATER LEVEL READINGS DEPTH BELOW GROUND SURFACE IN FEET Qlli 33.5 6-29-72 PROBE LODGED AT 7-7-72 34.5 - NO WATER REFER TO FIGURE 2.4-37 FOR WATER LEVEL OBSERVATIONS. CLINTON POWER STATION I UPDATED SAFETY AN~LYSIS REPORT FIGURE 2.5-83 NOTE: LOG OF BORING 0-11 SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 3 of 3)
LABORATORY TEST DATA
~ BORING 0-12 0'" ATTERBERG SHEAR STRENGTH "'I- >- ~
~~~
",0:3:
LIMITS TRIAXIAL I'OCK£T O:z
- lUI >-!:- 1:)'1/) SURFACe ELEVATION' 6U.4 1-1-.-
~~CONF!NED PLASTIC COMPRESSION "PRESSION IoI[TI'OMUt:1t O:<fIU
~'"
~~~
PLASnCIT'\
~z OZQ.
~~
LIM,T IHOU IG.:..!l. h fol-,!f m~, rc, .!/ 00 0:..J ra,J,' ~O 0 I:)~ 680 '"
~:E DESCRIPTIONS LIGHT BROWN CLAYEY SILT WITH SOME ROOTS -
(TOPSO IL) BROWN SII.TY C'.AY WITH TRACE OF SAND AND J.... 4300 IIIl CL OCCASIONAL LENSE OF SILT (STIFF) ~6?,0 (WEATHERED LOESS) I.( 8 II BROWN FINE TO COARSE SAND WITH GRAVEL
- (LOOSE) (GLACIAL OUTWASH)
SA 4.9 42 131 SP GRADES TO DENSE ~660 ..... 46 II SW GRADES WITH MORE GRAVEL BROWN FINE TO'COARSE SAND WITH GRAVEL 9 Q AND SEAMS OF SILTY CLAY (LOOSE TO MEDIUM SP DENSE) ~650 I:::l 12 Q Top of Illinoian Glacial Till i:::: GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (HARD) ~ 4500+ 45 Q li.J640 ij 4500'" 46 Q ML 4500'" low.s'li GRADES WITH MORE S I L T AND SAND 630 4500+ 104 Ii I-BOR I NG COMPLETED AT 49.5 FEET ON 7-31-72 CASING USED TO A DEPTH OF 7.0 FEET 620 WATER LEVEL NOT RECORDED
- I CLINTON POWER STATION UPDATED SAFETY A~~LYSIS REPORT FIGURE 2.5-84 NOTE:
SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-12 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA cnelffi ATn~~T~RG SHE AR STRENGTH .......z ,.. I:? BO~,IN~ O,o;:,I,~
,..t_
II:
~~i r,UAXIAL :0",
~ "
~~'INtO ~~lItt al:l....
CU, u
~~~ ,. ~~" ... SURFACE ELEVATION G8!!.'"
JlLAIT1C ,",-ASTICln t:OY""(SS!ON Pf'(.iSION TIIIOtIlTtIl: J. ~ OZ'" rcl! LIMIT INOn ti.:.!i. 00 690 "'bl :41,:f Iil~ ~ ::Il 0 0
~~
iil~ SYMBOLS' DESCRIPTIONS I::~ 8 III LIGHT BROWN CLAYEY SILT WITH ROOTS - (TOPSO IL)
\
680 BRO~ CLAYEY SILT WITK FINE SAND (MEDIUM STIFF) 1700 21.9 104 7 II PERM 24.8 94 BRD WW~r.ft ~~DEI1f~ SAND WITH SOME SILT 7 I SA SP (LOOSE) (GLACIAL OUTWASH) BROWN FINE TO COARSE SAND WITH TRACE OF GRAVEL 670 14 II AND SILT (MEDIUM DENSE) ..... 12 Ii !IJ SP GRADES WITH TRACE OF SILT ~660 PERM SA 6.4 105 23 I SW 9 Ii GRADES TO LOOSE II t-- Top of Illinoian Glacial rill ~650 22 D
~RAY CLAYEY SILT WITH SAND AND TRACE OF GRAVEL (VERY STIFF) 4500+ 46 Ii GRADES TO HARD 14.600 4000 4500+
~640 8.5 137 41 I i::: 4500+ 79 II ~ I4J 630 SA PERM 4500 7.3 142 134 I ML ~ 128 II 4500+ 10016" III 620 OCCAS 10NAL SEAMS OF S IL T 10015' Ii GRADES WITH LESS CLAY 24,600 6000 4500+ 610 6.~ 141 155 II 100/5'11 BORING COMPLETED AT 80.0 FEET 600 ON 8-1-72 CASING USED TO A DEPTH OF 6,.0 FEET WATER LEVEL NOT RECORDED. i CLINTON POWER STATION UPDATED SP.F'ETY AN~LYSIS REPORT I-FIGURE 2.5-85 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-13 EXPLANATION OF SYI1BOLS USED ON BORING LOGS.
en
*z SHrAR STIlENIiTIt ATTERII£RG ... ~cn BORING 0-14
~~ all! T~_...
LIMITS .,If 0." ~ 01&1
!ji~....
...J
~~
=ii SURfACE ELEVATION 701. 1
~~
UO' ~
=~ ..;~~ ~=e i!!IGI Si:, :! ~ i~ ~~I "1ft alcn 0
TOP OF t.oESS 8r_, silty clay, tuce fill. to coarse sand, tr.ce flne grllvel. 6 55 5 TOP OF WISCONSINAN TILL 1>98.6 8rown,. silty clay, sOllIe fln" to coarse sand, trace flne gr.vel. 10 13 1122 20 55 15 12".1 23 S5 51' 1>200 1>.8 1.2 12D 131 ZO 11.! 25 55 -.2 foot thick, fine sand lense. HA 12.7 12J 5.£
- 55 -24.2 to 25.0 feet, boulder noted.
25 5W 8rown, fine to coarse sand, trace silt. 46 55 17.5 36 55 40 HA i<I. 5 1,7 M.~ 1.I,ht h,*oWl. ,;llt anel fin.* to **oane MI. ~;:uld, trnct" fhu.' .... rav('t. l",tet' c.lfty I" 1:,1."~~j:* 'IJa:7~~~N C:r:,y, 51 ly eray, 1. SUliK" I hit, I*.
~.l III SS ("ollnu~
45 :'lInd. trac(' finC' ~rllvcl. PIOOt 2.100 14.5 1.5 129.0 94.: 92.5 51' I~ Gray, silt, trace fine sand. 46 55 Gray, silty, fine to coarse ,.md, lrace organics. Ll.' In, 22 55 Gr..y to greenish-gray, silt ')lId fine to 55 coal'S. sand. ML Gray, clayey silt, some fine to COarse 7.7 13~ 94 55 60 5M sand, trace fine gravel. 48 SS Boring completed at 69.1 feet 65 on 4.15-75. Water level not r',,:orded. 150 55
.,... rr
!!.2:!!§.
- 1. Logged by: Sargent & l.undy Engineers CLINTON POWER STA TlO N
- 2. Drilled by: Raymond International UPDATED SAr:ETY ANALYSIS REPORT
- 1. Tened bYI 5011 Te.tlng Service., IR<!.
FIGURE 2.5-86 LOG OF BORING 0-14
LABORATORY TEST DATA t! BORING 0-16
~ SlJ~FACE ELEVATION 659.5 a~ ....
~~
iii ~ SYMBOLS DESCRIPTIONS 1800 II Ii ~ UAR~..q~~~';'~ ~~~i'-~; H~;S;II~~ FINE SAND AND 700 5 Ii CL ~fo.r: t..al!Efr!,~tl,.':~W"r":.ACE CF SAND (MEDIUM ~ 650 I - - - - t - - - j - - - j f - - - - + - - + - - - t - - t _ _ - + - - - t 31;1 r-- ST I FF) MOTTLED BRO\(N AND GRAY CLAYEY S I L T WITH FINE ~ ~ ML SAND (SOFT) GRAD I NG TO VERY FINE SANDY S I L T 511 WITH LAYERS OF CLAYEY SILT Sp
- BROHN AND GRAY FINE TO COARSE SAND WITH 640~_+-_+--_+--~--+_--4---~--~--~ 241;1 SILT AND GRAVEL (MEDIUM DENSE)
SW .. ~ .............. Tap of IllInOIan GlacIal Till 4500+ 661;1 GRAY CLAYEY SILT WITH ,AND AND SOME GRAVEL (HARD) ~6301----t---t----+---~--~--~4~'~~UU++---~--~ 1241;1 C::i ML i::: 4500+ 1021;1 ~ ~ 620 t - - t - - - ; - - - - - l f - - - t - - t - - - - ; - - t - - + - - I IOOI6" ~ DCCAS 10NAL SEAMS OF SANOY S I L T WITH SOME GRAVEL lj SOR ING COMPLETED AT 39.5 FEET ON 7*25-72 CASING USED TO A DEPTH 21.0 FEET WATER* LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED S ~ FETY ANALYSIS REPORT FIGURE 2.5-87 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-16 EXPLANATION OF SYM80LS USED ON BORING LOGS.
LABORATORY TEST DATA
. ,.=-..
0'" ATTERBERG SHEAR STRENGTH
~~~ MITS ~~
="'I"[D 1"[M(~~1'I11 =>", ~ BORING 0-17 ,
TIIIIAXIAL,
~
~~~ COWP1!:[S.SlQN PttUSIOH ~~
!2z a:"
oz ...
~
PLASTIC PLA$TICITY
... ... rat.:. 11!'t '" at:
t-~cn LIM,T IHOn
!i:.!i. i!. 00 a:.J til ::, C1 ,:, 20'-' 0 SURFACE ELEVATION 662.9 .
670 '" ~~
~~
~ (;1 SYMBOLS DESCRIPTIONS
~660 l( 17
* ~I ML .,,' '""'" '",~:\~ '.'" I!" "'" ""'
SAND AND ORGAN C MATTER TOPSOIL) 2600 12 Ii Top of Stili Cr.d Alluvium BROWN SILTY CLAY WITH SOME FINE SAND (STIFF) 6 II: GRADES WITH MORE SAND AND SOME GRAVEl BROWN CLAYEY SILT WITH SAND AND SOME GRAVEL ~ 650 ML (VERY STIFF) ...... 36 Ii 94 Ii""" Z BROWN FINE TO COARSE SAND WITH SOME GRAVEl (VERY DENSE) ~ 640 Top of IIlinDitln Glociol Till GRAY CLAYEY SILT wlm SANO AND SOME GRAVEL 4500+ 141 Ii i::: (HARD)
~ 10CII5' Ii ML ~630 Ll1 4500+ IM'1i 4500+ loM'.1i i.-.-
620 BOR ING COMPLETED AT 39.0 FEET ON 7-13-72 CASING USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED S.AFETY ANALYSIS REPORT I-FIGURE 2.5-88 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING 0-17
LABORATORY TEST DATA
~ BORING 0-18
,:t:
alu....
- )11)
SURFACE ELEVATION 6~f7. I
~~
iii ~ SYMBOLS- DESCRIPTIONS ..... \ 11111 ~~--~----------------------
- OL BLACK CLAYEY SILT WITI1 ORGAN IC MATTER (Topso I L)
!I.J : ML ~650 1--+--+---+--1---+-1700 + __+ 11.7 112 6 II Top of Soli Crlld Alluvium MOTTLED BROWN AND GRAY SILTY CLAY WITH C 17.2 15.1 1100 25.9 95 3.~ CL FINE SAND AND TRACE OF ORGANIC MATTER (MEDIUM STIFF) GRADES TO SOFT 1/111'1 BROWN FINE TO COARSE SAND WITH SOME GRAVEL ~ 640 (VERY LOOSE TO LOOSE) GRADES WITH MORE GRAVEL 51 SP 12,1;1 GRADES WITI1 TRACE OF SILT ~630 I--- Top of Illinoion Glociol TIll 52 1;1 GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL i:::: (HARD) § C 7.2 136 146M'. ML GRADES WITH LESS CLAY lJ..J 620 ~ 1~'IiI_ BOR ING COMPLETED AT 39.5 FEET ON 7-24-72 CASING USED TO A DEPTI1 OF 20.0 FEET 6/0 WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-89 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING D-18
LABORATORY TEST DATA ~ BORING 0-19
~
I¥ a /:l' SURFACf: ,ELE,v'4T.(QN 615!1*9
~~
<:)~
iii ~ SYMBOLS DeSCRIPTIONS 15 fjJ DARK PROWN TO BLACK CLAYEY S IL T WITH FINE
~~~~T,'ft SAND AND ORGANIC MATTER (TOPSOIL) 15 fjJ" of 5011 C"d Alluvium BROWN S I L TY CI AY WITH TRACE OF FINE SAND 1100 6 II IFF)
~650 ..... I-AND GRAY SILTY CI.AY (MEDIUM STIFF) BROWN AND GRAY CLAYEY SILT WITH I.ENSES OF
- 3 Ii ML SIL6~A~~~\~i~E~:~DFI~~FUND
~ 640 r-:--- I....: 7 fjJ sp BROWN FINE TO COARSE SAND WITH SOME GRAVEL ANO TRACE OF SILT (LOOSE TO MEDIUM DENSE) S*W ~ SA 13.5 12 iii i-- Top of IIlinoion Glociol Till ~630 r.~AY CLAYEY S I' T WI Tl' SAND AND SDME GRAVE~ 98 fjJ (HARD) I ML 4500+ 88 tI 184/9' tI '-- 620 BOR INr. CGMP'... ETED AT 38. i FEET 0N :'-13-72 (AS I NG U<;ED TO A DEPTI' OF 7. C FEET PIEZOMETERS INSTALLED IN D-19B ON 7-13-72 BORING D-19B WAS DRILLED TO 38.0 FEET ADJACENT TO D-19A AND WAS FLUSHED WITH CLEAN WATER AFTER COMPLETION. A 3/4 INCH PVC PIPE WITH A POROUS STONE TIP WAS PLACED AT ELEVATION 620.9. PEA GRAVEL WAS PLACED FROM ELEVATON 620.9 TO 625.9. A BENTONITE SEAL FROM 625.9 TO 628.9, AND PEA GRAVEL FROM 628.9 TO 630.9. A 3/4 INCH PVC PIPE WITH A POROUS STONE TIP WAS PLACE AT ELEVATION 630.9. PEA GRAVEL WAS PLACED FROM ELEVATION 630.9 TO 635.9;A BENTONITE SEAL FROM ELEVATION 635.9 TO 637.1;ANo GRAVEL FROM ELEVATION 637.1 TO 658.9. WATER LEVEL READ I NGS DEPTH BELOW GROUND SURFACE IN FEET TIP ELEVATION 620.9 TIP ELEVATION 630.9 ..Qlli. 8.9 8.8 8 72 9 7 10.0 8-22-72 10.5 10.5 9 72 REFER TO FIGURE 2.4-37 FOR WATER LEVEL OBSERVATIONS. CLINTON POWER STATION UPDATED SAt. F"ETY AN';L YSIS REPORT FIGURE 2.5-90 NOTE: SEE FIGURE 2.5-29B AND FIGURE 2.5-355 FOR LOG OF BORING 0-19 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA 0'" ATTERBERG ,. l!?
~~ffi LIMITS SHEAR STRENGTH
~~ BORING 0:-20,
~~i
... I1.W
",III LINIT PLASTIC PLASTICI INO£X TRIAXIAL COMPRESSION
~CONFLNED MPRES-SION til,:, 1b1.~, m .!,
~
!>OCK[f NlTROJoIf.TEII
~~
00
>-t:_
C>:IIIU OZ" a~ ~ SlIRFACE ELEVATION 655.2 660 a:-' W ~:t :EO 0 z!t o:a! H Cil ~ SYMBOLS - DESCRIPTioNS
~ " 9 Ii C L OARK BROWN CLAYEY SILT ,11TH ORGANIC MATTER
-(TOPSO IL) 1.(650 ~--+----4----+---~---4-----+600 Top of 5all Cr.tIk A((uvium 2 Ii M.L BR~WN SILTY CLAY WITH SO~E SAND (STIFF)
~ MOTTLED ~ROWN AND GR~.V CLAYEY S I L T AND S IL TY
~
I iii .::::: -s p BRO~hAAND S8n~ FINE TO COARSE SAND WITH SOME HU sw
- .. :. GRAVEL (VERY LOOSE) 640 29 (I ~~m~ mTUE~J~~ gm~L
...... r--- Top of (((inoian Glacial Till 33 Ii ML GR~I~~k~)EY S I L T WI TH SAND AND SOME GRAVEL ~
DCCAS 10NAL SEAMS OF ,AND ~630 ~--1----1----1----+---1-----+----~----~--4IOY1'1i SEAMS OF S I L TY VERY FINE SANO ~ 100/2" Ii GRA(H~k~)EY SILT WITH SANO AND SOME GRAVEL
~
-.J ML ~620 ~--+----+----+---~---4____-+..!!Ai5c.:>!.!JQ(nL++____1-__4100l4" tl 105A"1i PORING COMPLETED AT 40.0 FEET nN /-25-n CAS I tlG lISED TO A DEPTH OF 21.0 FEET 8/0 WATER LEVEL NOT RECORDED. l!? BORING D-21
~
SlIRFACE ELEVATION 656.0 a~ 660. ~~
~~ SYMBOLS DESCRIPTIONS
.... II Ii ~~I;!I:::m:::riiARiDARlrrNEfRB)R2'QPFc~~~J.N~_q:1c:s18_1-!.~-A~~~W_JERc;L-~AY_Yrr:E3y[0)i~SIOL~IIr:J;i'iIIIi'Hi N~IE~SrAANNDD THFi'i,INE CL Top :i'!."-Cr.tIk A((uvlum ~650 1300 12 Ii BROWN AND GRAY SILTY CLAY (STIFF) I.( 10 Ii ;;:;; sp BRO~MI~~DTgR~mu~M~5~BMwmSWCE OF COARSE 4500 42 tl Top of Illinoian Glacial Till ~640 ..... GRAY CLAYEY SILT ;:ITH SAND AND SOME GRAVEL (HARD) 4500 80 Ii G'ADES WITH OCCAS 10NAl SEAMS OF SAND r."~ GRAVEL ~630 4500 89 ~ ML i:::: 185 ~ ~ ~ 4500+ 10016"11 ~620 4500+ 90R ING COMPLETED AT 40.0 FEET ON 7-14-72 CAS I NG USED TO A DEPTH OF 7.0 FEET, 6/0 WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-91 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORINGS 0-20 AND 0-21
LABORATORY TEST DATA
~ BORING
~ SURFACE ELEVATION 654.7*
a~
~~
<:)~
~ ~ SYMBOLS DESCRIPTIONS
.... 1JlIIIlD!i:1'r":-:-:-~D":'::AR~~SA~BNRD~()~~m.N.~D~~gR-:'-::G
~LAL~N~~I~c:-:~~~~~!m~~Y:-:s~;I H~o-~~:':"JJIJI~IH.3~UM~"':"
_ ,.'rII"N'E
~6 50 ~-f----f---+---I-----j~--+ 900 8 -Ii ~ Top of 5(1// Cruk Alluvium l( I a BRO~~Ff\LTY CLAY WITH SOME SAND {VERY SOFT TO la SP BROWN FINE TO MEDIUM SAND WITH TRACE OF SILT
{VERY LOOSE}
~640~-4---4---4---+--~---4----~--+-~ BROY~ES~BMG~~~St \ NE TO COARSE SAND WITH GRAVEL 23 a S.p 20 Ii SW I - Top of Illinoian Glacial TIll 95 Ii I - GRAxN5lmcfl~r l2A10mhS&~2s~\nl SOME GRAVEL 4500+ 105 a GRAY CLAYEY S I L T \'1 TH SAND AND SOME GRAVEL
-. ML (HARD) 4500+ 10019" til 4500+ looAi"a
~OR I NG COMPLETED AT 39.5 FEET ON 7-21-72 CASING USED TO A DEPTH OF 19.0 FEET WATER LEVEL NOT RECORDED.
~ BORING 0-23
~
a:::-J SURFACE ELEVATION 655.8
~~
~;ESYMBO~~
DESCRIPTIONS
.... DARK BROWN TO RLACK C~A_YEY SILT '(11TH FINE ~AND AND ORGANIC MATTER - (TOPSOIL) ~650r--+---r---r--+-~--~ 1300 +--11--; 9 II CL Top of 5011 Cruk Alluvium BRO~~NBN?M~~t0MS ~~ Th~LAY WITH SOME VERY FINE 2 til ML BROWN AND GRAY CLAYEY S ILT (Vt~Y SOFT TO SOFT) ~640~-4--~--~~-4---+--~----+---+----t BROWN FINE TO COARSE SAND WITH SOME GRAVEL 18 a (flEDIUM DENSE) 29 I Top of Illinoian Glacial Till 45 Ii GRAY CLAYEY SILT "'In' SAND ANO SOME GRAVEL (HARD) ~ 6301-_1-_+_-+_-+_---1_ _-+-_45_°_0+-1-_---1_---1160/9'11 GRAOE': WITH LESS CLAY i::: ML § 4~~ 135 Ii t",. ~ 6201--+---+_ _t-_-t-_-t-_ _+-4_50_0_++-_-t_--t100/5" til 10016" II SORING COMPLETED AT 39.0 FEET eN 7-14-72 CASING USED TO A DEPTH OF 7.0 FEET
- 610--~P-I~EZ-OM~ET~ER~S-I-NS~TA~L-LE-D-IN-D-_~23-0-N~7_-1~4--72-------
BORING 0-23B WAS DRILLED TO 35.0 FEET ADJACENT TO D-23A AND WAS FLUSHED WI TH CLEAN WATER AFTER COMPLETION. A BENTONITE SEAL WAS PLACED FROM ELEVAT ION 620.8 TO 624.3, AND A 3/4 INCH PVC PIPE WITH A POROUS STONE STONE TIP WAS PLACED AT ELEVATION 624.3 . PEA GRAVEL WAS PLACED FROM ELEVATION 624.3 TO 630.8 AND A BENTON ITE SEAL FROM ELEVAT ION 630.8 TO 639.8. A 3/4 INCH PVC PIPE WITH A POROUS STONE TIP WAS PLACED AT ELEVATION 641.0. PEA GRAVEL WAS PLACED FROM ELEVATION 639.8 TO 644.3;A BENTONITE SEAL FROMELEVATION 644.3 TO 652.8; AND CONCRETE FROM ELEVATION 652 8 TO 655.8. WATER* LEVEL READ INGS DEPTH BELOW GROUND i-SURFACE I N FEET CLINTON POWER STATION TIP ELEVATIOIj 624.3 T*P ELEVATION 641.0 UPDATED S~F"ETY AN~LYSIS REPORT 4.9 ' . ",lit, 6.4 8-8-]2 .\ 5.3 6.9 8-22-72 \ 6.0 .. _. .. 6.'< ___ ._._ 9-6-72
---.* REFER TO FIGURE 2.4-37 FOR WATER LEVEL OBSERVATIONS.
FIGURE 2.5-92 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORINGS 0-22 AND 0-23
LABORATORY TEST DATA CUI
~~~
ATTERBERG LIMITS SHEAR STRENGTH .,.. IIla:~ >~ a:IIlU
~~~ cz'"
a:..J c 660 '"
\ ~ 650 OICO
~ OICO OICO olco ...... 640 7 SP .... Olco OICO 70
..... SP
~ 630 PERM SA 4500+ 7.4 123 76
* ..,,'"'....._~ Top of Illinoian Glacial Till GRAY CLAYEY SILT WITH SAND AND TRACE OF GRAVEL
~ .,.;: 150 Ii (HARD)
~ 4500+
4500+ ML IOO/5"li ~620 ~ 4500+ 94i1l"li BORING COMPLETED AT 39.5 FEET ON 7-24-72 CAS I NG USED TO A DEpn~ OF 18.5 FEET 6/0 WATER LEVEL NOT RECORDED. t! BORING 0-25
~ SURFACE ELEVATION 6155.6 a~
~~
<:)::I!
iil ~ t;;;;,:lMj:~~D~A~R~K-:8~R'::'D\:-:'IN~T~0-:B~L":'A~CK~C':"'LA~Y~E~Y-:S'-"i* SYMBOLS DESCRIPTIONS 8 Ii I':"L':"T~*tI\'l'1~TH"""F':"IN~E!"""!!' AND y~ AND ORGANIC MATTER (TOPSOIL) 650r-~--~---+---r--+---~--~--~--1 CL Top of Salt Cr~1Ik Alluvium 12 (1 ",ROWN AND GRAY SILTY CLAY (STIFF) ..... ~!+!I'rit-~Mrl BROWN CLAYEY SILT (SOFT) I!j 12 11 I'!~"'.~~.'""._",S",M::.....) GRAY FINE SAND WITH SILT AND TRACE OF CLAY
..... (MEDIUM DENSE)
~640r--+---r--~--+-~--~~--~~__~ 18 (1 SP GRAY FINE TO COARSE SAND WITH SOME GRAVEL (MED I UM DENSE) ....:<: 60 Ii ::::: GRADES TO VERY DENSE
. " - - Top of Illinoian Glacial Till 154 11 GRA1H~~~)EY S IL T WITH SAND AND SOME GRAVEL 180/9"(1 ML BOR I NG COMPLETED AT 39.0 FEET ON 7-19-72 CAS I Nt; USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED.
CLINTON POWER STATION FINAL SAFETY ANALYSIS REPORT FIGURE 2.5-93 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORINGS 0-24 AND 0-25 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING 0-29 SURFACE ELEVATION 721.6 SYMBOLS DESCRIPTIONS 12 Ii 690r--+---r--+-~---r---+---+--~~ I I 18 Ii I I I 13 Ii IW1 IW1 CL GREENISH-GRAY SILTY C~AY WllH SAND AND OCCAS 10NAL GRAVEL (ST I FF 680r--+---r--+-~---r---+---+--~~ 33 iii II'm'I1'ft- Top of Illinoian Glacial Till GRA1H~~~jEY SILT WITH SAND AND SOME GRAVEL 10017"1i 670r--+---r--+-~---+---+---+--~~ ML GRADES WITH MORE SAND 88 Ii 47 Ii SP 88 Ii GRADES WITH LAYERS OF SANDY SILT WITH SOME GRAVEL 65 Ii GRA1H~~~1EY S I L T WITH SAND AND SOME GRAVE!-
- 650r--+---+--~--+-~----~--~--~-4 100/7" Ii 10015' Ii 640r--+---+--~--+-~----~--~--~~ ML 100n"1i 100R'1i 100l7"1i 100/t'li co FINE TO MEDIUM SAND WITH TRACE OF SILT (VERY DENSE) (GLACIAL OUTWASH) 620~-+---r--+--4---r---+--~--~~ BORING COMPLETED AT 99.0- FEET ON 7-27-72 CASING USED TO A DEPTH OF 19.0 FEET WATER LEVEL NOT RECORDED.
CLINTON POWER STATION UPDATED S~FETY A .... ~LYSIS REPORT H-FI GURE 2.5-94 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-29 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
I BORING 0-30 LABORA.TORV TEST DATA.
*"1 .. ..... ATTfrM**
IIrIEAII ITIIENG11I
- b. stIIRII:6 ....". '1'.'
670
=~ -a ~.:.. --:- .==-~
'aY 1st..... ".
lit... lit .,.
... II ~i I 10 1260 19.6 105
** FlIll SAIID (MEOIUK zU.4111
Z
* $1\.1 SMID .1111 TllACE OF SIL1 SA 11.7 117 10
- r* ., """.,** SI.~/" "'"
SAIII - GllA¥(L (DEltSE) 4'
- CllAb.~~lEY S IL' 111111 SAJIO AlII SOle GRAVEL DICD 101 1006" roo/It 145
- GRADES 1111M HOAE StU
~
620
** GlWlES III1M SE." OF FIIIE SAIID
&t"l~6~,..mD A' 51.0 FEET CASIIIII USED TO .. DE,,.: OF 6.0 FEET 610 PlIZOMETEa I-JOo\ IlS1'AUIII I. 1011l1li ..,. .. 7-27-71.
A Jilt IIICII I'¥C PI" VI1M A fOlIOUS S~ " , VAS PUClI AT ELiVAtlOll 610. I'IA GIIMIL lIAS PUClI fIIIIII ELlVA". . 610 10 615. * . . .tTE PUClD FIlII 615 10 617 IItIII UI1EIIT CIIOUT F . ELiVATtOll 611 ,. "'.,. Pt£llMEna 0-)01 IIUALLIO 111011l1li ..,GO "(DIIIUED A POIIOIIS s1'IiItE t., ADJACEIT TO 0-)041) 011 7-11-71. A JA.IIICII m PIPE VIlli VAS PUClO A' ILlYArtOll 651. PEA GROUT FMtI NVAti. "'.It GlAVEL vAS PLAUO .... IlEVAflOII 651 TO "'.It AIID CEllEIIT TO ",.,. v.. PtUOtIETEa I-JOe IISTALLID II 1011l1li D-JOe (DIIIWD ADJACEltT 10 D.IDA) 011 8-)-71. 15 FElt OF IoIIICII CASIIIG VAS . 0 .. lilA OFF TIlE SALT CIIIEI AWlVIUII. A J,It IItCIt I'¥C ft" A POICIUS S~ TIP VAS PUClD FIIOfI _a ELiVATUIII . . . . . . . .L VAS PUlaI ..... [UVATtOll 6ZD tv 61S. A . . . . . . . SEAL FIIOfI IUVAflOII 615 TO 6Z1 IItIII a ...T GROUT . . [UVA"" 611 1D "'.,. LlWL lEMllIGS (GEP1II ....., CIICMD SUIIF~ II FEET)
'-IOA t:a !:l!!£ !!!!!
'.7 '.6 IoZ.) 1-8-12 10.0 10.0
".0
".0 101.' '-22-72
'-6-71 REFER TO FIGURE 2.4-37 FOR r WATER LEVEL OBSERVATIONS.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-95 LOG OF BORING 0-30
LABORATORY TEST DATA BORING 0-31
.' ~'~iTsn SHEAR STRENGTH "' ... ,..
* ~ PLASTIC .l.STtCli"I' d~~~~~~ON ........
~
!:!!z
>-=-
O:IIIU OZQ. SURFACE, ,ELEVATION 667.7 00 OJ o 67'0 ~o SYMBOLS DESCRIPTIONS LT 20 ML OAR~R~~~~~ ~i~m (ST6 p SOWIILTj FINE' SANO AND Top of Salt Crtld ANuvlum 660 1 4 B 2 (I
~
JZ:c!i~~~ DARK BROWN AND GRAY SILT SAND WITH CLAY (VERY LOOSE)
,BROWN FINE SAND
- 2. 9 9 I '~~ DARK GRAY CLAYEY SAND WITH SII T AND SOME ITX/DY 34 (I SP GRA~R~y~~ TdLggmE SAND WITH SOME GRAVEL 43 I (LOOSE) 650 1--+--+---+--4---+---+--+--4---1 ~' Top of Illinoian Glacial Till 2950 2500 B.3 131 121/11"1 GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (HARD)
TX/D' 7.6 140 951 GRADES TO SANDY S 1L T WITH CLAY AND 640 SOME GRAVEL GRADES 10016" 0 I 114916"(1 OCCAS 10NAL SEAMS OF FINE SAND 1 150/9" I 630 160 I 11616"(1 LAYER OF FINE TO MEDIUM SAND B.2 138 146 II GRADES \~ ITH MORE CLAY 620 In,Boc 5000 B.4 13'/ 71 I ML 105 Ii 610 B.6 III I ..... [CHEM* 135 4J I 75 (I ~ 600 9.0 138 81 1 ~ ~ ... ,.,~ 53 (I ~
'-'v v 18,oOC lOOe B.8 137 95 I
~ 62 Ii 4J 580 ~ 7.7 143 1051 40111 I--- GREENISH-~ROWN SILT CLAY WITH SAND AND SOME 57'0 GRAVEL (HARD) 17.2 116 39 1 ~ GRADING BLUISH-GREEN GRADES TO GREEN ISH-BROWN AND GRAY 66 Ii CL GRADES WITH LESS CLAY 560 14016" Ii GRAY ISH-8ROWN CLAYEY S IL T WITH SAND AND SM SOME GRAVEL (HARD)
~014' ~
GRAY FINE TO COARSE SAND WITH TRACE OF SILT 51:"" SP (VERY DENSE) 109 Ii GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (HARD) 5" !TX/DY 95 1 53~ 70 III ML GRAD I NG BROWN ISH-GRAY 52 n 6080 l,OOI 11.6 129 80. 5IQOL---L--~--~ __~__~____L -_ _~_ _~_1
- ON WATER SAMPLE OBTAINED ON 10-7-72 CLINTON POWER STATIO N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-96 BORING CONTINUED LOG OF BORING 0-31 (SHEET 1 of 3)
LABORATORY TEST DATA ~ BORING 0-31 CONTINUED
~
A : r: :~~RG SHEAR STRENGTH ....z ,.. a~ SlIRFACE ELEVATION'
~ PLASTIC I., "To"~ .,,;!!: !~~~ON IUNCONF'N" -.e,,' ......
\oJ z
>-~-
0::" oz" *~ ()::!! LIMIT -iH~EX a Gi~ ~~ .,J; 1d1J;
\oJ a iil~
510 SYMBOLS DESCRIPTIO/IIS 0 89 Ii GRADING WITH MORE CLAY ML of Mahom,t B,drock Vall,y O,posif 500 TX/DY 10,00, AND GREEN SILTY CLAY WITH SOME SAND AND 3690 17.5 114 461 OCCAS 10NA!, GRAVEL (HARD) LAYER OF BROWN AND GREEN S IL T 490 CL OCCAS 10NAL LAYERS OF SANOY S IL T 3900 14.8 116 64 II W//; GRADES TO GRAY
~
480 GRAY CLAYEY S IL T (MED I UM DENSE) 18 I* ML I.ARGE PIECES OF DECAYED WOOD
..... GRAY FINE SAND WiTh GRAVEL (VERY DENSE)
..... GRAVEL GRADES OUT 470 .....
130 III ..... 460 ..... 78 III ..... 450 ..... I... ..... ~ ..... ~ 440 .....
" 17.4 "}b ~:>Uf5*' I .....
~ ~ ..... 430 ..... ~ ..... i:: ..... ~ I55IS" Ii ~ ... SP
...... GRADES WITH SOME MED I UM SAND
~ 420 ~ 410 I*: 163 Ii GRADES WITH TRACE OF COARSE SAND ANO DCCAS InNAL GRAVEL
- 4. v........
1100/4"111 GRADES TO FINE TO COARSE SAND WITH SDME GRAVEL 390 380 130 Ii GRADES TO FINE SAND 370 ,vv,,,'111 GRADES WITH SOME MEDIUM SAND ITOP OF BEDROCK 100f(' 360 IGHT GRAY SILTSTONE WITH OCCASIONAL f'YRITE INCLUSION,MASSIVE;BEDOING DISPLAYS 140 99% DIP 350 CLINTON POWER 5T'ATIO N UPDATED SAFETY ANALYSIS REPORT BOR iNGCoHT I HUED FIGURE 2.5-96 LOG OF BORING 0-31 (SHEET 2 of 3)
LABORATORY TEST DATA BORING 0-31 CONTINUED SURFACE ELEVATION
)-~
a:cn u
.. oza.
"\.ASTlC pL.ASTlel
\.I .. IT IHO[X OJ o DESCRIPTIONS
" 350 ~ l( LIGHT GRAY SHALE,MASSIVE:OCCASIONAL THIN LAYER OF BROWN LIMESTONE :GRADES CARBONACEOU 340r--+---+--~--~--~--+---4---4-~ IN ZONES:SMALL PYRITE INCLUSIONS:BEDDING . DISPLAYS 14° DIP ~ ~ 330~~--4---+--4---~--~--~--+-~ I::) i::: ~ ~ 320~-+---r--4---~-+--~--~~-4--~ ~ BLACK COAL TH IN BEDDED, IMPURE (NO. 71 PIEZOMETER INSTALLED IN 0-31 ON 6-16-72 BOR I NG WAS FLUSHED WI TH CLEAN WATER BORING COMPLETEO AT 356.5 FEET AFTER COMPLETION AT 356.5 FEET. A 3/4 ON 6- 14-72 INCH PVC PIPE WITH AN 18 INCH POROUS STONE CASING USED TO A DEPTH OF 14.0 FEET TIP WAS PLACED AT ELEVAT ION 461. 7. GRANULAR BACKFILL WAS PLACED FROM ELEVATION 311.2 TO 509.7:A BENTONITE SEAL FROM ELEVATION
~~6i/ 5iUl~62~~~~7~EMENT GROUT AND GRAVEL WATER LEVEL READINGS DEPTH BELOW GROUND SURFACE I N FEET ~
54.8 8-3-72 54.3 8-15-72 54 .7 9-6-72 REFER TO FIGURE 2.4-37 FOR WATER LEVEL OBSERVATIONS .. CLINTON POWER STATION UPDATED SAFETY AN.~LYSIS REPORT FIGURE 2.5-96 NOTE: LOG OF BORING 0-31 SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 3 of 3)
LABORATORY TEST DATA 0'" ATTERBERG SHEAR STRENGTH "'I- 1: -..
~~~ LIMITS "'z u>"'~ Pl. ... STIC PlASTICIT'I TRIAXIAL COMPRESSION
~~NFINEO I'OCIC[T 1-1-" "'U>U
~~~
PRESSION BORING
/ll(TltOMtn: ..
~Z OZG.
~ D-32 LIMIT INDEX
.:1"'-
~ .9>. 00 730 "'iii :0, '~, 1b1~ tel .!, dl 2" 0
~ SlIRFACE ELEVATION 120.0 a~
~~
Qj~ SYMBOLS DESCRIPTIONS 720 17 Q I M-.h '~KUWN CLAyty >lL WITH ROOTS (fOPSOll) BROWN CLAYEY SILT WITH SOME FINE SAND 6 Q (MED IUM ST IFF)
~
Top of Wisconsinan Glacial Till 710 9 Q BROWN CLAYEY SILT WITH SOME SAND AND OCCASIONAL 6 Q ML GRAVEL (MEDIUM STIFF) GRADES WITH ~RE CLAY CL BASE OF WEATHERED ZONE AT 20.0 FEET 700 6 Q liJ 5 Q I ML Top of Interglacial Zone . DARK BROWN TO DARK GRAY SILT WITH SOME CLAY ~ AND ORGANIC MATTER (MEDIUM STIFF) 690 6 Q GRAY SILT CLAY WITH TRACE OF SAND AND
~ CL OCCAS 10NAL GRAVEL (MED I UM ST I FF)
B II~CL GREENISH-GRAY SILTY CLAY WITH SAND AND OCCAS 10NAL GRAVEL (ST I FF) 680 19 Ii I'i'I'i1'I' Top of Illinoian Glocial Till ML GRAY CLAYEY SILT WITH SAND AND SOME GRAva (VERY STIFF) 21 II CL ~ I-j::: GRAY SANDY SILT WITH SOME CLAY AND OCCAS IONAL 670 96 Q GRAVEL (VERY DENSE TO HARD) ~ liJ 51 Ii -.,j liJ 660 73 II ML GRADES WITH ~RE CLAY 42 II 650 35 II GRADES WITH lESS CLAY AND SEAMS OF S IL TV SAND
, 100/5" II lill/6" Ii 640 BORING COMPLETED AT 79.0 FEET ON 7-27-72 CAS ING USED TO A DEPTH OF 5.0 FEET WATER LEVEL NOT RECORDED
- I i
CLINTON POWER STATION I UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-97 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING 0-32
LABORATORY TEST DATA ATTERBERG OUI BORING 0-33
>-t_ -,
SHEAR ~TR,~,fiG!H .... 1-
~~~ LIMITS )-
-~~
<II"',..
TRIAXIAL ~CONfINED 1'O(;1t:t:T 1-1-.- "'<IIU PLASTIC PLASTICI COWPR($$IQN MPRESSION SURFACE ELEVATION 654.9
~~~
N[tIlOMETt"
!!!Z OZa.
",oJ LIMIT INDEX
!L:.!i..
01 ,!, h
~~ rc, .!t h
tdl .:, 00
- lEO "'0 660 "'
SYItlBOLS- DESCRIPTIONS h.. 7 Ii ~ 650 300 :3 II I II TO MEDIUM SAND WITH SOME GRAVEL AND TRACE OF ORGAN IC MATTER (VERY LOOSE) ~ LAYER OF S IL TV CLAY ..... 640 18 II BROWN FINE TO COARSE SAND WITH SOME
, .. , .. ,'-"'-'-----' GRAVEL (MEDIUM DENSE) 3400 22 II GRAY FINE TO COARSE SAND WITH SOME GRAVEL 120 II (MED I UM DENSE)
Top o( Illinoian Glacial Till GRAY S IL TY CLAY WITH SAND AND SOME GRAVEL 4500+ 158 II (VERY STIFF) GRAY SILTY SAND AND SANDY SILT WITH SOME GRAVEL AND TRACE OF CLAY (VERY DENSE) 4500+ 108 II GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (HARD) GRADES WITH LESS CLAY 4~OO+ I0014" \I 4500+ 1OQf1' Ii BOR ING COMPLETED AT 39.5 FEET ON 7-20-72 610 CASING USED TO A DEPTH OF 18.0 FEET WATER LEVEL NOT RECORDED. CLINT 0 N POWER STATION UPDATED S" FETY A~AL YSIS REPORT FIGURE 2.5-98 NOTE: SEE FIGURE 2.5-29S AND FIGURE 2.5-355 FOR LOG OF BORING 0-33 EXPLANATION OF SYMSOLS USED ON BORING LOGS.
LABORATORY TEST DATA
- OW
~~ffi ATTER8ERG LIMITS SHEAR STRENGTH
~~ ..
~~i T"IAXIAL ~~CONFINEO
,.PR£.SSION ~~~iT[1I
- >w lr!J)u
~ BORING D:.34 PLASTIC
~
COMPRESSION a::: PL.~:cit;rn ~Z
...... W OZQ.
W!J) a::..J w L.IIIIIT
... !i=.!i.
'Gl.!, ~ .~ rc,3 00 w 0 SURFACE ELEVATION 673.8 680 ~:r, ~o
~~
~~
iiI~ SYMBOLS DESCRIPTIONS 670
- ,~
BROWN CLAYEY SILT WITH ROOTS (TOPSal L) BROWN FINE TO COARSE SAND AND GRAVEL PERM 6.2 112 20 II WITH TRACE OF SILT (LOOSE) SA GRADES TO* MEDI UM DENSE 660 SA 28 I SP GRADES WI TH OCCAS 10NAL SEAMS OF BROWN FINE SAND '~" OCCAS 10NAL COBBLES (GLAC IAL OUTWASH) 12 Ii ...... l( ...... 650 PERM SA 17.5 118 13 I ...... ~ 17 Ii SP BROWN FINE SANO WITH SILT (MED IUM DENSE) 640 I"'- Top of "'inoian Glacial Till 66CO 8.6 133 24 II GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (VERY ST I FF) 11016" Ii ~ GRADES TO HARD ~ 63'0 GRADES WITH LESS CLAY PERM 4500 7.8 138 90 II ~ SA oeCAS 10NAL SEAM OF GRAY S I L TY FINE SAND ~ ML lj 4500+ 170/9'1i DlcD 620 4500 120 II 4500+ 170 Ii 6/0 4500 8.6 136 56 II I
..... r-10016" J;I
..... SP GRAY FINE TO MEDIUM SAND WITH TRACE OF SllJ r--- (VERY OENSE) (OUTWASH) 600 4500+ 10016" II GRAY ClAYEY SILT WITH SAND AND SOME GRAVEL ML (HARD) (TI LL) 4500+ 6211 590 BOR I NG COMPLETED AT 80.0 FEET ON 7-31-72 CAS I NG USED TO A DEPTH OF 6.0 FEET WATER LEVEL NOT RECORDED.
CLINTON POWER STATION
, UPDATED S~F'ETY AN~LYSIS REPORT FIGURE 2.5-99 I
NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-34 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA r! BORING D-35
~ .
SURFACE EUviirroN 67'7.8 a~ -.J
~~
~ ~ SYMBOLS DESCRIPTIONS 16 Ii~ CL LIGHT BROWN CLAYEY SILT WITH SOME ROOTS -
(TOPSO I Ll [jj~ ML BROWN SILTY CI_AY WITH LAYERS OF CLAYEY SILT .... 670 13 (STIFF) (WEATHEREO LOESS) OCCAS IONAL SEAMS OF SANDY SILT ~I( 6 Ii BROWN FINE TO COARSE SAND WITH TRACE OF GPAVEI. (LOOSE) (GLACIAL OUTWASH) GRADES TO MED I UM DENSE 22 [jj SP 660 47 Ii SW GRADES WITH MORE GRAVEL GRADES TO DENSE
~
16 [jj GRADES WITH SOME SILT GRADES TO MED I UM DEN<;E 650 GRADES W!TH SEAMS OF SANDY SILT WIT:: S"flE 50 Ii GRAVEl
~ 4500+ 59 II Top of Illinoian Glacial Till GRA1H~~~jEY S I L T WITH SAND AND SOME GRAVEl ~
640
~ 4500+ 75 [jj l4j ~
45CO+ 10013' [jj ML GRMES WITH MORE GRAVEl 630 4500+ 139 II 4500+ 10~'1I 620 4500+ 10016" Ii
~ORING COMPl.ETED AT 59.C FEET
'N 7-31-72 CASING USED TO A OE!"TH OF :'.0 FEET 6/0 WATER LEVEL NOT RECORDED.
CLINTON POWER STATION UPDATED SAFETY A!'IALYSIS REPORT FIGURE 2.5-100 NOTE: SEE FIGURE 2.5-298 ANO FIGURE 2.5-355 FOR LOG OF BORING D-35 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING 0-36 SURFACE ELEVATION 670.0 OESCRIPTIONS 670 DARK BROWN CLAYEY SILT WITH ROOTS - (TOPSOIL) I-.. BROWN CLAYEY SILT (VERY STIFF) (WEATHERED LOESS) !-IJ BROWN SANDY CL.~v AND CLAYEY SAND WITH SOME ~ 660 GRAVEL (STIFF) I BROWN FINE TO COARSE SAND WITH CLAY (LOOSE) GRADES TO S I L TY VERY FINE SAND ~650 ..... 7 Ii 1IJI!~...._~Tg~A~fs~~/~O~f~/W~~~Y~~"SILT WITH SAND 28 ~ e L A N D SOME GRAVEL (VERY ST IFF) 33 \I ML
~640 C) i::: 89 \I """<LL.LI* I GRAY CLAYEY S IL T WITH SAND AND SOME GRAVEL (HARD) ~
OCCAS 10NAL SEAMS OF FINE SAND
~630 145 \I lij . 151 ~
ML GRADES WITH MORE GRAVEL 620 1-_+__+-_-4__-l-_-J._ _-J....:.4..;::50::;0::..+-+._ _-l-_-IIOOA'* \I 100/3'\1 610 BaR ING COMPLETED AT 59.5 FEET ON 8-1-72 CASING USED TO A DEPTH OF 7.0 FEET WATER LEVEL NOT RECORDED. CLINTON POWER UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-101 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-36 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING D-37 0'" ATTERBERG SHEAR STRENGTH ~~
~~~
LIMITS SURFACE ELEVATION 677.7 ozo.
"' u
~~~ ~z 00
- E" '"0 680 DeSCRIPTIONS LIGHT BROWN CLAYEY SILT WITH ROOTS - (TOPSOIL)
BROWN CLAYEY SILT (MEDIUM STIFF) 21.4 100 (WEATHERED LOESS) 670 16 II BROWN FINE SAND WITH SOME SILT (MEDIUM DENSE) BROWN FINE TO COARS E SAND WITH GRAV EL AND
...... SILT (MEDIUM STIFF) (GLACIAL OUTWASH)
GRADES WITH MORE GRAVEL PERM 12.2 116 22 III ...... 660 ...... SP 54 iii ...... GRADES TO VERY DENSE ..... . ..... SW GRADES WITH LESS GRAVEL 28 * \4J GRADES TO MED I UM DENSE ~ 650 7 r.I ...... GRADES TO LOOS E 4500+ 11.7
":~~::~:~::.~--:-"c"".t--' Top of Illinoian Glacial Till PERM 134 24 II m BRnWN CLAYEY SILT WITH SAND AND SOME GRAVEL SA
~ 640 (VERY STIFF) GRAY CLAYEY S I L T WITH SAND AND SOME GRAVEL '" 38 Ii ML C'L (HARD) GRADES TO VERY ST I FF 4500+ 10.1 134 30, II
~ 630 4500 10016" iii
- GRAY CLAYEY SILT WITH SAND AND SOME GRAVEL (HARD)
~ I-: § 100/6"11 ML lI,I 620
~ 4500+ 170 Ii BOR I NG COMPL ETED AT 60,0 FEET ON 8-1-72 CAS I NG USED TO A DEPTH OF 6,0 FEET 610 WATER LEVEL NOT RECORDED.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-102 NOTE: SEE FIGURE 2.5-298 ANO FIGURE 2.5-355 FOR LOG OF BORING 0-37 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA 0'" ATne~~RG SHE AR STRENGTH
~~ >-
~~~
",O:lI: TRIAXIAL
=,ON'lNED rvc"=~1t:" !!!Z
=>", ,.!:-
~~~
'LUTIC ,,-ASTICI" GOMPII:£$SION
... tal.!, ti1~ ~ .:, til .:,
0:" oz ... ~ BORING 0-40
'"c LIMIT INOtX
!i:=.!i. h h 00 ;it 0: oJ 690 '"
- 1;'"
~II) SURFACE ELEVATION 681.1
~IU
~~
~~
Ql ~ SYMBOLS DESCRIPTIONS 680 1750 17.9 100 51 ~IOARK BROWN SILT WITH ROOTS -(TOPSOIL) YELLOWISH-BROWN SILTY CLAY WITH SOME FINE SAND 1000 21.0 106 4I CL Top of Wisconsinon Glacial Till LIGHT BROWN SILTY CLAY WITH SAND AND TRACE I-.. 670 61 SM OF GRAVEL (ST I FF) LIGHT BROWN SILTY FINE SAND WITH LAYERS OF ~ l( 4420 4500+ 9.0 136 211 MEDIUM TO COARSE SAND (LOOSE) ITop ;'f IIlinoitin"Glacial Till IGR'AY SILT WITH SAND AND GRAVEL (HARD) ~ 660 4~nn. 651 ML ~ ~ C 4500+ 20.2 Itt 2111
'L I"KUWN AND GRAY SILT WITH ORGANICS (HARD)
~ 650 4~nn In R ~ 211 IGRAY SILT WI TH SAND AND GRAVEL (HARD) ~ 4500+ ~ 341 ~ 640 ML
. QJL i
~Q4n 4~nn. ~
50 6700 4500+ 9.2 135 731
.630 4500+
4500+ 10014111
- OCCAS 10NAL SAND LAYERS BORING COMPLETED AT 55.5 FEET 620 ON 4-19-73 CAS I NG USED TO DEPTH 0F 15. ( FEET WATER LEVEL NOT RECORDED CLINTON POWER STATION UPDATED S*AF'ETY AtULYSIS REPORT FIGURE 2.5-103 NOTE:
SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING 0-40
LABORATORY TEST DATA BORING 0-41 ATTERBERG SURFACE ELEVATION 700.4 cnSffi SHEAR STRENGTH LIMITS ~~ )00=_
~~i ..........
I- cci~~~~~~OH
~~CONFINEO f'OCKU
~~~
PlAS.TIC P\.A$TICIT'I MPAESSION
!!!z M£TfIOlillETtIil ozQ.
a:..J ... lIM,T INO(. m,!, tb1 ~t
~
71 .:, dl .:,
"'- 00
'"0 SYMBOLS DESCRIPTIONS
- Eo 700 1200 BROWN SILTY CLAY WITH SOME ROOTS of Wisconsinan Glaciol Till 2000 8111 BROWN SILTY CLAY WITH SAND MD GRAVEL (STIFF) 690 1540 2400 14.9 135 12 III GRAY CLAYEY SILT WITH RUST STAINS AND SOME 4200 1211 MEDIUM SAND (HARD)
---'r'OA"~" CLAYEY SILT WITH SAND AND GRAVEL
..... 680 3500 15111. AND TRACE OF CLAY (VERY ST IFF) l!j Top of Inftlrglaciol Zontl l( 12.6 121 2411 FINE-MEDIUM SAND AND BROWN SILTY CLAY WITH SAND AND GRAVEL ~ 670 LAYERS AT 27.5 AND 29 FEET 451}0+ 10.2 133 371 Top of Illinoian Glacial Till SILT WITH SAND AND GRAVEL(HARD) ~ 4500+ I0015"11 i::: 660 10511 12.560 4500+ ~ l&.J 2500 1811 ~ 650 CLAYEY SILT WITH ORGANICS (VERY STIFF) C 4500+ 10.4 134 26111 SILT WITH SAND AND GRAVEL(HARD) 6811 640 ML 4500+ 3.0 147 7211 4500+ 10014'11 630 4500+ 7.2 141 I0015"11 BORING COMPLETED AT 71.0 FEET Of' 4-20-73 CASING USED TO A DEPTH OF 10 FEET WATER LEVEL NOT RECORDED 620 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPOAT FIGURE 2.5-104 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING 0-41
LABORATORY TEST DATA 0'" ATTERBERG SHEAR STRENGTH BORING D-42
~~~ LIMITS cri':~~~~~OM ~NJ~:i;~ ~Nl~~~!TtIl SURF~.cE ELEVATION 696.1
~~~
I"LASTIC PLASTICI" m::, re,:t LIMIT INOtX
",...I
~y. ~:t 700 w DESCRIPTIONS COMP 2500 DARK BROWN CLAYEY SILT WITH GRAVEL AND COBBLES WITH ROOTS - TOPSO I L 690 4500 Top of Wisconsinon Glociol Till BROWN SILTY CLAY WITH FINE TO COARSE SAND (HARD)
YELLOWISH-BROWN SILTY FINE SAND COMP 2500 BROWN AND GRAY SILTY Cl~Y WITH TRACE OF ORGAN I CS (VERY ST I FF) 680 COMP 4500 10 I BLU~I~~OG~~~~L%LATRYD)CLAY WITH FINE SAND AND .... 150 CL GRADES WI TH MORE FINE GRAVEL ~ l( 670 34D
- Top of Illinoian Glaclol Till 4500 12.9 128 137 I GRAY S IL T WITH FINE SAND AND COARSE SAliQ
~ ...... SAND LAYER AT 24-24.5 (HARD) ML ~ 660 4500+ 5511 <:.) GRAD I NG WITH MORE CLAY AND FINE GRAVEL OcrASIONAL MEDIUM SAND STRINGERS ~ 2000 15.8 .118 BROW': SILT GRADING DARK GREY ~ 650 BLUISH-GREY CLAYEY SILT WITH FINE SAND AND liJ 5870 4500+ 10.2 132 431 FINE GRAVEL (HARD) ~ 4500+ 391 GRADING GRAY WITH MORE, FINE GRAVEl OCCAS 10NAL COARSE GRAVEL 640 491 ML 4500+ B31l OCCAS 10NAL COARSE GRAVEL 4500+ 630 1--+---+--I--+--+--j-..!i.5ll.!ll4--+---II2016"1 4,00. GRADING WITH MORE FINE SAND 100/3"1
- BaR I NG COMPLETED AT 71. 0 620 ON 4-5-73 CAS I NG USED TO A O~PTH OF 20 FEET WATER LEVEL NOT RECORDED CLINTON POWER STATION UPDATED SA FETY ANALYSIS REPORT FIGURE 2.5-105 NOTE: -
SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-42 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA I:? BORING 1>43
....en
. ATTERBERG LIMITS SHEAR' STRENGTH
~~ ..
>-=-...
.......... oz'"
~
at: SURFACE ELEVArtON. 668 Ii en TfUAXIAt. ~CONFIN£D "'OJ jPt:~~~Tt" !!?z lt~
.... PI.ASTIC "PRESSION OJ P\.ASTICIT COMPRESSION LIMIT INOEX
~
tal.!, §~f tel::; ~ " 00 OJ 0
<:))!
670
- EO iil~ SYMBOLS DESCRIPTIONS
~
BROWN CLAYEY SILT WITH ROOTS - TOPSOIL YELLOWISH-BROwN SILTY CLAY WITH FINE SAND AND FINF r;RAVEL 4500+ 8.4 138 90 I OCCAS lONAL BOULDER 660 ML Top of /llino/tln Gltlcltll TI/I BROWN SANDY SILT WITH FINE AND COARSE SANDCHARD) 4500+ 50 II - GRAY CLAYEY SILT WITH FINE TO COARSE SAND (HARD) ~ 4020 11.3 130 23 I 650 GRADING WITH MORE GRAVEL I( 4500+ 36 II
- c:
COMP 4500+ 431 ML
- c:
C) 640
- 8230 4500+ 7.9 134 51 I 125/5"0
~ 630 IIJ 4500+ 6 I NCH SAND SEAM 43 -43.5 I00I6"11 t;:: 3 I NCH SAND SEAM 47 FEET 11016"1 620 150/2"1 BORING COMPLETED AT 50.4 FEET ON 4-10-73 CASING USED TO A DEPTH OF 10 FEET 610 WATER LEVEL NOT RECORDED CLINTON POWER STATION UPDATED S.A FETY A.N..ALYSIS REPORT FIGURE 2.5-106 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-43 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
BORING 0-44 LABORATORY TEST DATA SURFACE ELEVATION 660.0
.,'" ATTERBERG 0
SHEAR STRENGTH
~~ >-
LIMITS
,..t_
.,0: rRIAX,I.\.. ~~ONFINED POe~U a:fIlU
",0 PL.uTlcm
,. !!z PLASTIC COMPRESSION MPRESSIOH H(TItQllt;TtIlt OZa.
.... 0. liMIT INOEX 0:
Id1
!i.:..!i.
'~f 1b1~ fclJ." dl
,:f 00
- I" 0 SYMBOLS DESCRIPTIONS 660 IGHT BROWN SANDY CL,W WIT~ OCCASIONAL GRAVEL Top of 5011 Cruk Alluvium
..... 2000 811
-""'-"""""K GRAY CLAYEY SILT WITH SAND
-"=--{'i"'~K GRAY TO BLACK CLAY WIT~ SILTY SAND AND
~
I.( 650 1000 31.0 92 51 E OF GRAVEL AND ORGAN I CS (ST I FF) GRADES WITH MORE SAND ~ 1000 21 CLAYEY SAND SI>.~DY CLAY SAND C) 640 4500+ 3411
§/ocio/ Till S I L T WITH SAND AND OCCAS 10NAL i::: 1251 GRAVEL (HARD)
§ 10.640 4500+ 7.1 140 lI.J 630 I00/3"11 GRADES VERY SANOY i;j BORING COMPLETED AT 32.8 FEET ON 4-24-73 NO CAS I NG USED 620 WATER LEVEL NOT RECORDED CLINTON POWER STATION UPDATED SAF'ETY A"NALYSIS REPORT FIGURE 2.5-107 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR' LOG OF BORING 0-44 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
",,,, c ATTERBERG SHEAR STRENGTH ........ >-
"" liMITS
~~. ')oIt:'_ .
",0:: TRtAXUl,. ~~CONfINEO 1'OC1t[T BORING 0-45 O::IIIU
",0 PLASTIC I..IM'T Pt.ASTlCt'"
INDEX COMPRESSION MPRt;SSIQN HURQfII£n:JII
~Z CZQ.
w
~
fi:.!i
~
CC Ial-,!* til :.', tel::; a 13 0 0:: tdl;:; ::lEO 670 SURFACE . ELEVATION 660.4
~ ~
~~
I-...
~~ SYMBOLS DESCRIPTIONS
~ 660 Top of Soli Crnk AIlUYium 7. l( I CL IBlACK SANDY CLAY WITH OCCASIONAL GRAVEL GRAVEL GRAD~S O~T ~ 1000 GRADES ~IITH LESS SAND ~ 650 1500 29.2 97 4. ~ CL BROW~R~~~i C~ I(l'i ISF~~ T, SOME FINE SAND AND ~ 1000 211 ~ f---- ~
~
iGRAIISH-BROWN CLAYEY SAND WITH SILT lI.J 640 4000 IS I Top of Illmolon Glacial Till iI:l ML GRAY CLAYEY SILT "11TH SAND AND'OCCAS IDNAl GRAVE.L (HI' u) 4500+ 7.3 142 0013'11
'sCIGRAY CLAVEY FINE TO COARSE SAND WITH SilT 630 100lS" II ~
BOR INC, COMPLETED AT 30.5 FEET ON 4-24-73 NO CAS I NG USED WATER LEVEL NOT RECORDED CLINTO*N POWER STATIO N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-108 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-45 EXPLANATION OF SYMBOLS USEO ON BORING LOGS.
~
LABORATORY TEST DATA t- o'"
~~~
ATTERBERG LIMITS SHEAR STRENGTH ~~
- I",
)-~-
(fla:~ TRIAXIAL ~~eONFINEO CONPAES$LON ~~~Tt" ",(flU
~~~
pl".ASTte P1..ASTICI NPRESSIOH
~z oz'"
LIMIT
~ BORING D-46
'"0 INDEX I!i.:.!i. J!!. J!!. 00
",oJ Iolt!f til ::, tel .:, Idl .!, ::E<>
720 UJ
~
S~RFACE ELEVATION 710.5
~ ~
~ it ~
~ ~ SYMBOLS 710 D£SCRIPTIONS 4000 20.0 106 7 I ~ Top of Wisconsinan Glacial TIf'
~
i BROWN SILTY CLAY WITH FINE TO COARse SAND (VERY STIFF) 3000 131 ~ OCCAS 10NAL GRAVEL. SOME STR I NGERS 700 ~ II. CL OF MEDIUM TO FINE SAND 3000 14.6 119 161 GRADES TO HARD 5580 4500+ 12.5 124 2:41 690 15OIIS". Top of Int~r910ciol Zon~ SA YELLOWISH-BROWN F!f.l1' LRAVEL WITH SAND AND
.. GW CLAY I NCLUS IONS (VERY DENSE)
I-.. SP BROWN MEDIUM TG COARSE ,AND WITH "I NE 2:4 III GRAVEL
~ \( 680 DARK GRAY SILTY CLAY WITH OCCASIONAL BLACK ORGAN I C SPECKS (VERY ST I FF) 2000 20.2 109 II I CL ~
1311 ML BLUE AND GREEN CLAYEY SILT WITH SAND (STIFF) 670
~ ~ . 4500. 11.0 132 23 I f - - Top of Illinoian Glacial Tlfl GRAY SILT WITH SAND AND r.RAVEL (HARD) i::: ~
4500 .. 8. I 136 63. ML SOME SAND lAYERS
~ 660 4500+ 10013"1 OCCAS 10NAl GRAY ISH-BROWN SILT LAYER i;j 4500+ loo/of'. I BROWN AND GRAY SilT WITH BLACK ORGANICS AND TRACE OF PIECES OF WOOD 650 BROWN AND GRAY SILT WITH SAND AND GRAVEL (HARD) 4500+ 8. 6 135 lOOtS'.
4500+ 50/1"l1li ML OCCAS 10NAL GRAVEL LAYER 640 4500+ 7.6 139 10015". 4500+ 100iS'
- 630 4500. 100/5"1 r...-..
BOR I NG COMPLETED U 80.3 FEET ON 4-18-73 CAS I NG USED TO A DEPTH OF 10 PEET 620 A PIEZOMETER WAS INSTALLED IN D-46A ON 4-24-73. BORING D-46A WAS AUGER ED TO 29.0 FEET ADJACENT TO 0-46. A 3/4 INCH CPVC PIPE WITH A CAPPED TIP WAS PLACED AT ELEVATION 681. 5. THE PIPE WAS SLOTTED FROM ELEVAT ION 681.5 TO 701.5. PEA GRAVEL WAS PLACED FROM ELEVATION 681.5 TO 708.5. A CONCRETE SEAL WAS PLACED FROM ELEVAT ION 708.5 TO 710.5. WATER LEVEL READI NGS DEPTH BELOW GROUND SURFACE.!!!. FEET 18.6 4-25-73 18.2 4-27-73 18.8 4-30-73 20.0 6-12-73 20.3 7-3-73 CLINTON POWER STATION UPDATED S~F"ETY AN~LYSIS REPORT FIGURE 2.5-109 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATIOtl OF SYMBOLS USED ON BORING LOGS. LOG OF BORING D-46
LABORATORY TEST DATA i 0"'
~~~
CIl"';!:
~~~
ATTERBERG LIMITS
'\..ASTIC PLASTICIT'I SHEA,R STRENGTH TRIAXIAL COMPRESSION
~~CONFINEO f'OCClCU MPRESSION P'tft(TIIIOIU;T[1t a:
"'0-z
=>",
0-0-"
~z
)-~-
"'CIl" oz ..
BORING 0-47
'SURFACE ELEVATION 715.7 a:GJ ...
LIM,T INOEX
'fi.:..!i foJ,!, Ibl~, re, ,:,
II
!ol .:,
II 00
- EO OJ 0
720 SYMBOLS. DESCRIPTIONS IL 710 III SAND REDDISH-BROWN SILTY FINE TO MEDIUM SAND WITH SOMl GRAVEl (MOTTLED) 3150 4500+ 14.1 121 251 BROWN CLAYEY SILT WITH SAND AND GRAVEL (HARD) 700 BROWrVESR~L TDt1'IgEH) SAND AND GRAVEL ANO SOME CLAY 4500+ 551 r--:':':"=:";:r"" of Inf,rglaclal Zon, REDO ISH-BROWN FINE TO COARS E SAND WITH GRAVEL AND REDDISH-BROWN CLAY (MEDIUM DENSE) GRADING ~lORE SILTY CLAY 690 3500 14. ~ 122 GRAY CLAY WI TH SAND AND GRAVEL (VERY ST I FF) S'A !'!'iI1----1 (SAND LAYER) , I .... 27 III FINE GRAVEL WITH COARSE SAND ~ ~ 680 3500 14111 GREENISH-BLACK SILTY CLAY WITH TRACE OF FINE SAND (VERY STU'F) ~ 171!1 BLUE (~~~DrREEN CLAYEY S I L T WITH SAND AND GRAVEL~~ ....... 4500+ ML ~ 670 4500+ 7.3 131 Top of Illinoian Glacial Till C) I h: I GRAY SILT WITH SAND AND GRAVEL (LAYERS OF SAND AND GRAVEL) (HARD) 4500+ 100/5"1 ~ SAND AND GRAVEL LAYERS GRADE OUT ~ 660 !'l-"013". I 4500+ l;j 4500+ 8,3 133 1041 ML LAYER OF BROWN SILT AT 60 FEET 650 4500+ 95,1 a 4500 ... 5.2 144 IOCV5". 640 4500 ... 7, 7 145.
.139 4500 ... 7.7 143 100/5".
630 10 7.3 143 100/6'. 620 BORING COMPLETED AT 91.0 FEET ON 4-11-73 CAS ING USED TO A DErTH OF 10 FEET A PIEZOMETER WAS INSTALLED IN D-47A ON 4-24-73. BORING D-47A WAS AUGERED TO 38.0 FEET ADJACENT TO 0-47. A 3/4 INCH CPVC PIPE WITH A CAPPED TIP WAS PLACED AT ELEVATION 677.7. THE PIPE WAS SLOTTED FROM ELEVAT ION 677.7 TO 707.7. PEA GRAVEL WAS PLACED FROM ELEVATION 677.7 TO 713.7. A CONCRETE SEAL WAS PLACED FROM ELEVATION 713.7 TO 715.7. WATER LEVEL READ I NGS DEPTH BELOW GROUND SURFACE!!:! FEET 13.3 4-25-73 14.3 4-27-73 14.4 4-30-73 18.1 6-12-73 18.5 7 73 CLiNT'O N POWER STATION' UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.5-110 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING 0-47
LABORATORY TEST DATA
.. BORING 0-48 c'" ATTERBERG SHEAR STRENGTH "'I-
~~~ LIMITS "'z
- >", >~-
en"';!: TIitIAXIAI. ~~ONFIHED
~M(~":~T'(JI a:en " sOIlM! ELl! 'fiA11ON (*/!S.3 COMPRESSION ~;
~~~ " .. ASTIC PLASTICl1"l PRESSM)N CZ'"
,!, ~ ::f iclJ; t.'MIT INDEX o. o.
lil-~ 00 OJ 0:-' fdlJ; :it) C 720 OJ SYMBOLS DESCRIPTIONS 2200 CLAYEY SILT 710 ~:'::""-H:;"": ~}H-":i~~~~;;~!h V;;1/~~/~~flfll~OUTS TXfCU 10. PP 2000 WN SILTY CLAY WITH SAND OCCASIONAL GRAVEL AND ORGAN ICS (HARD) TX/CL 4500
-PP GRADING WITH MORE GRAVEL 700 4500 12.6 124 23.
4190 4000 12.4 124 21. Y SILTY CLAY WITH SAND AND GRAVEL (HARD) 690 TX/CU 4000 20 II Pp I.... II. Top of Inf~r9laciol Zon~ 4000 ~ I( 680
.....a1lJo.~()ARK BROWN SILT WITH SOME ORGANICS, TRACE CLAY 1420 2250 22.6 104 9. SILTY CLAY, SOME SAND, GRAVEL, AND I CS (VERY STI FF)
~ 2500 16.3 117 14
- GREEN CLAYEY SILT WITH SAND AND GRAVEL STI FF)
~ 670 450C. 890 ~ ~ . I0015'0 of illinoian Glacial Till SILT WITH SAN.D AND GRAVEL (HARD) 4500. 7.7 143 ~ It.! 660 I0015"11 ~ 2560 2750 17.0 117 AND BROWN SILT, SOME CLAY AND BLACK
- 47. ORGAN I CS (VERY ST I FF)
- R~DING TO GRAY WITH SOME FINE SAND 650 4500. 86. GRAY AND BROWN SILT WITH SAND AND GRAVEL, SOME 9.3 135 CLAY (HARD) 4500. 145. GRAD I Ne TO GRAY 640 1230 ML 7.3 143 4500. 8.4 140 1370 630 4500. 125/6'11 4500. 80/2"0 BOR I NG COMPLETED AT 90.6 FEET 620 ON 4-13-73 CAS I NG USED TO A DEPTH OF 15 FEET A PIEZOMETER WAS INSTALLED IN D-48A ON 4-24-73.
BORING D-48A WAS AUGERED TO 39.0 FEET ADJACENT TO 0-48. A 3/4 INCH CPVC PIPE WITH A CAPPED TIP WAS PLACED AT ELEVATION 676.3. THE PIPE WAS SLOTTED FROM ELEVATION 676.3 TO 706.3. PEA GRAVEL WAS PLACED FROM ELEVATION 676.3 TO 713.3. A CONCRETE SEAL WAS PLACED FROM ELEVATION 713.3 TO 715.3. WATER LEVEL READ INGS DEPTH BELOW GROUND SURFACE ill FEET 25.5 4-25-73 25.6 4- 27 -73 28.7 6-12-73 28.0 7 73 CLiNro-N POWER STAT 10 N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-111 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING 0-48
LABORATORY TEST DATA 0'" ATTERBERG SHEAR STRENGTH ~s: >-
~~~ LIMITS
"'", ,...t;......
CIla:~ TRIAXIAL UNC;:ONFIN(O I'OeKlT ........ ot a:CIlU
~~~
P\.ASTIC PLAs.T1CITY COMPRESSION MPR(SStON N(TIIOMITlIl
~Z oz ... ~ BORING 0-49 LIMIT INDEX ra,'fL:.!i.
,:, Ib1 ::~
j>. cl .:, j>. dl ,:, 00 z'" "' 0
~
at: a:;;J 670 SURFACE ELEVATION 660.6'
~~
()~
~ (;\ SYMBOLS ~SCRIPTIONS
..... 660 IUU 4. ~L DARK r.RAY ORGANIC CLAYEY SILT WITH SOME SAND TOPSOIL) (MEDIUM STIFF) ~ l( 1000 12.0 125 41 IGHT GREEN CLAY WITH SAND AND ,GRAVEL (ST I FF TO VERY ST IFF) CL .... 650 O!: jbOO JOOO 0.9 13' 10
- LAYERS OF MEO IUM TO COARSE SAND GRAD I NG TO GRAY 4500+ 7.3 143 - Top tif Illinoian Glac/a/ Till O!: 63.1 GRAY SILT W!TH SAND ANO GRI,VEL (HARD)
I::) i::: 640 4500+ 83. ~ ML lIJ 100/3". 4500+ ~ 630 ~--+----t----t---~--~----~~-t----t----II~. 4500+ 4500+ BORING COMPLETED AT 36.0 FEET ON 4-25-73 620 CASING USED TO A DEPTH OF 10 FEET WATER LEVEL NOT RECORDED CLINT O"N POWER STAT 10 N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-112 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-49 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA c'" r2~~ ATTERBERG LIMITS SHEAR STRENGTH "'I>:z
"'", >-t_
u>a:~ TlHAXIAL ~~CONFINEO MPRUSION j,t,:r:~~~TtIl a:u> ..
~~~
'LUTle Pl.4STICIT' COMPRESSION INDEX !!!z cz'" BORING 0-50 LIMIT
!i.:..!i .2!. 00 730 a:..J w tal t!' m~t tel .!, ten t~f :EO c SURFACE ELEVATION 720.2 SYIIIBOLS DESCRIPTIONS 720 2000 BROWN SILTY CLAY, SOME FINE ROOTS (TOPSOIL)
BROWN SAND AND FINE GRAVEL OCCASIONAL SILTY CLAY 4S00. 25. Top of Wisconsinan Glacial Till 710 341 BROWN SILTY CLAY WITH SAND AND GRAVEL (HARD) SAND AND GRAVEL BROWN MED I UM SAND BROWN CLAY, SOME S I L TY SAND AND GRAVEL (HARD) 4soo. 1251 I-.. 700 4000 28 1 l!l GRAD I NG TO GRAY l( 4S00. 40. SOME SAND AND GRAVEL LAYERS FINE TO COARSE SAND WITH SOME GRAVEL 690 AND CLAY INCLUSIONS (DENSE) 39. "' SA
- ~ 4000 47. GRAY CLAY WITH SAND AND GRAVEL (HARD) i::: 680
~ . 4S00 291 DARK GRAY CLAY, SOME SILT, TRACE OF SAND AND GRAVEL (HARD) ~ GRADING WITH MORE SAND AND GRAVEL 3700 27. BLUE AND GREEN CLAY, SOME SILT, TRACE OF SAND ~ 670 4S00 I00/5". AND GRAVEL (VERY STI FF) Top of illinoian Gtocial Til GRAY SILT WITH SAND AND GRAVEL, SOME CLAY [HARD) 4S00 140. 660 4S00 12014". BROWNGn5T~G ~~'1~RWiH~~~j LAYERS 4000 10015". GRAY SILTY FINE SAND 650 GRAY SILT GRAY SILT WITH SANO AND GRAVEL 2000 BOR I NG COMPLETED AT 71. S FEET ON 4-30-73 CAS I NG USED TO A DEPTH OF 20 FEET 640 A PIEZOMETER WAS INSTALLED IN D-SOA ON 4-30-73 BORING D-SOA WAS AUGERED TO 37.0 FEET ADJACENT' TO O-SO. A 3/4 INCH CPVC PIPE WITH A CAPPED TIP WAS PLACED AT ELEVATION 683.2. THE PIPE WAS SLOTTED FROM ELEVATION 683.2 TO 713.2. PEA GRAVEL WAS PLACED FROM ELEVATION 783.2 TO 718.2. A CONCRETE SEAL WAS PLACED FROM ELEVAT ION 718.2 TO 720.2. WATER LEVEL READINGS DEPTH BELOW GROUND SURFACE.!!! FEET 20.0 4-30-73 20.3 6-12-73 20.8 7-3-73 CLINTON POWER STATION
.UPDATED SAFETY A~ALYSIS REPORT FIGURE 2.5-113 NOTE:
SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING 0-50 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
en z
~
SHIM STIlE",," ATTERIIEM Ben BORING 0-51 ~-
§~ ...... 1 Ii
-~
'a~ IIWCIAL LIMITS or! ~ VIII
~::I
;1= ~ ~~en SURFACE ELEVATION i... ci ..;ft
;;Ill 6H.I ~~
1- !~*l
~
0 ... CJ's Hf ~~ * ,of
~
at SfMBOLS
-J w
TOP OF LOESS CL Brown, silty clay. 666.1 9 SS 5r--T---r--r--+--4-~--~~ TOP OF OUTVASH SC Brown, clayey, fine to coarse sand, and clay, some fine tc coarse gravel
- 10 MA S . 'i l5 5S Brown, fine to coarse sand and fine f~*:~:* 5M gravel, trac .. ailt and clay.
1.k .11 l4 !is SP Brown, fine to coarse sand, trace flnC' 8M grnvel, trace silt and ClAY. 12.1 14 5S f-- TOI' OF I LLINOIAN TILL 6n.6 HI. IGray, clayey silt, some fine to coarse sand, trace fine gravel
- 2 2 . ~ IlIi ll~ 19 SS Boring completed at 39.0 feet on 4-8-15.
- 7 117 l' SS Water level at 17.0 feet *
.,." 7 15 58 120 4Ot-----II----I.--t--+--+---fI-Y'l..l:439~ 61' 5S 45t---t-----Ir--+---+--1---+--+-4~
601r--i---+~~--~-+--1--+-+~ ~ I. Log~cd by: Sargent & Lundy Engine(rs CLINTON POWER STATION
- 2. Drilled by: UPDATED SAFETY ANALYSIS REPORT Ra~nond International
- 3. Tested by: Soil Testing Services, Inc.
FIGURE 2.5-114 LOG OF BORING 0-51
...z fI) a u~
fI) BORING 0-52
~ i=
~~
~ ~ SURfACE ELEVATION 668. 5 ~ ~
cD fI) ~Rnl ~ DESCRIPTIONS 1&1
~,Biin~:s~:~~ay, trace flne to coarse s~~~:O 5 4 55 ~:BrOWll' clayey, fine to gravel.
I'sw C04lS" iBruwn, fine to coarse sand, trace flne to 10
.... 120 24 58
~ coarse gravel, trace silt
- HL ICr:ty, silt, some fine to coaue sand,
~race fine gravel.
2 S5 ~ Brown, fine to coarse sand, ,._ fine 15 8M I:ravel, trace silt. cobbh" noted. 7 SS 20 25 LJI.. - I - - '11'1' lIt II.I.INIIIIIN *... 1.1. "42.0 I 11 0 8.1 8 4 140 54 SS HL lewy, clay,,)' "ttl, ~OMllO' fine 10 CL ....dl .... sand, trace fine gc:ovel. Ir. 100 -
~1lU~+--+--+-~---1---1~41~~~5" 55 *
- 1 ..,
5H ICroy, Cine to coarse sand an.1 clayey HL ~ilt, trace flne !lravel. 40 1-_1-_1--I~_I--I_--Il~2+--+--I ~ 55 45 Ilurilll\ "'.III,I.*to*ot ,,' 4U,() f,*." till It-I-I"** W,.h'l 1,*y.*1 :al Mo.'; If,,'1. 55~~---+--4---*~-~r--+--r-+-~ 65~-4--~--+---~-+--~~-+-4 I. I.,,~~,*d loy: SIIfI\C'l11 l; ,,"".Iy t:"I\lflo'("" CLINTON POWER STATION
- 2. IIr lllt*d by: lI"yme,nd I II It' nUIlI una I UPDATED SAFETY ANALYSIS REPORT
- 3. Tested by: Soil T... Ung 5erv.lc,",s, lnc.
FIGURE 2.5-115 LOG OF BORING 0-52
Ib
§:
I-BORING 0-53
~~ SURFACE ELEVATION 61%. I E
III ~ CNU . . . . . . . L Brown, silty clay. 6 SS TOP OF OUTWASH 61>6.1 8M Brown, fine to coarae sand, some fine to coarse crave!, trace silt and 10 HA Ilill 57 SS clay. 15 HA l.1D 55 SS 24 SS
* - ,"oJ
~
- Mi. Gray ,
'sv"--" si1 t, some fine to coa rae sand.
ItGlJ 14 SS r;; sit IGray, fine to coarse ~and, some v flne to coarse gravel. r=" I - - TOP OF ILLINOIAN iTILL 645.1 iLia 52 SS ML Gray, clayey silt and fine to coarse.sapd, 8M trace fille cravel. HA (!<Ill 'iM 77 SS Boring completed at 39.0 feet 35 on 4-2-75. Water level at 17.5 feet. lUG s!;
-"'1" .
- 1. Logged by: Sa~gent & Lundy Engineers CLINTON POWER STATION
- 2. Dr1l1ed by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 1. Te.t~d by: Soil Testing Services, Inc.
FIGURE 2.5-116 LOG OF BORING 0-53
....enz SMEM ITIlENmI ATTEMfM aen BORING D-54 ~5
~~ Ell oil ~1&Xw.. LlWfS ..I II.
~
uw ~IAI
!' ~ii "ii o! Ie a ...
~~en di!:I SURFACE ELEVATION 668.0 ~~
=.
0; IlION - ~~ ~ 0 ~::~ 2i CD evuAn. C W
~r-- IB~6 s~
CL F clay. ASK 664.5 4 55 5 SK IBr~wn' fine to coarse sand, some sUt, trace fiue gravel. 180 4 S5 10 MA 15 MA I.W 7 SS Sw IBro\/l1., fine to coarlle sand, trace aUt. trac(' fint' gravel
- 11M 1'1 S5 20 1'-- TOP ot J LLINOIAN tU. fray, ciay(,y sUt TlI.L and finc to coorlle 64'/.0
~
sand, t race fine grllvel. SM 7.11 13 ~3 SS 25 ft " fray, clayey silt, s"'t!' fine to coarse
.~ It 1.1 A.117 43 S5 1 aaud. trace fine gravel.
.. ~
100 3" S5 I-- 5M fray, sUty, fln .. sand, trace fine gravel.
'10 164 136 SS tMr SM Une sand, rr~r~t~!ayey silt and fiue gravel.
1 45 BorIng completed at 40.0 feet R on 4-7-75. Water level at 15.0 feet. 55 60 65 ~
- 1. LOiged by: Sargent & Lundy Ensineers CLINTO N POWER STATION
- 2. Drill<*d by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested by: Soli Testing Serviccs, Inc.
FIGURE 2.5-117 LOG OF BORING 0-54
...Z VI
~
ow VI BORING 0 - 55
..J
~ ~ SURFACE ELEVATION 618.8 III VI I<;YUAn~: "rown, silty clay 7 5S 5
r-- Till' OF OUTWASH MI, Ilr"",,,, clayey sll-t lint! fill<' -tu 10 ... 655 coarse sa, .. I, 'trllee rlllegrlJv(*I. I 15 HA Ionn Ii"ss ~ t~ruwn., silty, fiue to c.o4t'se sandt some c.lay, trnc.e fine g.,ravel. _ 55 -19.0 to 21.5 feet, 20 cobbles 'lnd large gravel noted. I?'I 14 TOI' (W WISCONSINAN TILL 654.0 25
~'r Gray, silty clay, little finc to
_C_ ST CL 11.2 14.0 14.'J IZ( c()n[~c sand, tr,,,;e flne gravel. PI!RH 142 121 45 S5 -10.0 to 33.0 fcpt, 30 co""1 es .,n,' larj;e ;;r:lvel not .. d. 3. 8.0 49 55 tMt TOI' (W ILLINOIAN TILL S~! Gray, clayo*v sil-t "lid finc sand,
-trIlC(' fine cravel.
40 Q 11-.4 , 101 55 45 6ori\l~ cOlllpleted at 40.0 feet on 4-3-75. WilIer level at 12..5 feet. 5 55 bO 65 70 75 I. 1.0;;1;.,,1 h",: SlIr.',cnt ~ I.undy En~I",*,'r~ CLiNTO N POWER STATION
- 2. \ld 11,*d hy: lIaYlllond Inlt-rnaUo",,\ UPDATED SAFETY ANALYSIS REPORT
- 3. Tcstpd hy: Soi I Testing Servl<<'g, Inc.
FIGURE 2.5-118 LOG OF BORING 0-55
...enz a en UI&I BORING D - 56
~~ SURFACE ELEVATION 686.11 men SfNBO~L!S~________~!!~~~ ___________
~ ,Brown, sllty clay.
6 55~ TOP Of OUTWASH 682.) SM !Brown, fine to coarse sand, some silt and c:1ay. 4 SS -trace fIne gravel. IO~-;---+--;---4---~-f--~+-4 15 ItA 19J) 13 SS 20 SS SP Brown, fine sand. 28 SS SW IBrown, fine to coarse sand, some fine SM to coarse gravel, trace silt. IJlI: 5 SS 10 55 SP Light bro~; fine sand, trace Cine h~-:::,...-l,_ &t8vel, tlace slit.
':~ SW IGray', fine to coarse sand, some Hne
~.. ,.:.. to . coarse &ravel", trace s1l t.
26 S5 ~ 1QP OF ILLINOIAN TILL 647.3 Nt, IGray, clayey silt and fine to coarse sand, 5M trace fine gravel. 78 5S 55 SS lit" Gray, cla}'ey silt, SOllie fine to coarse. sand, trace fine gravel. BorinI/. completed at 50.0 f.*(*t on 4-4-75. Water level at 29.0 feet. 651~-;~-+--;---t--+--4r-+~-4
- 1. Logged by: Sar&,"'t &. Lundy Engt~"ers CLINTON POWER STATION
- 2. Drilled by: Raymond International UPDATED SAF'ETY ANALYSIS REPORT J. Tested by: 5011 Testing Servlce$, Inc.
FIGURE 2.5-119 LOG OF BORING D-56
(I) I-Z 6 II) u .... BORING 0- 57 it. SURFACE ELEVATION f)Q4.0
~~
III II) O:;YUBOll:: L Brown, sllty clav, trace fine "to 6 SS coanw ,;,,"d. ( TOP OF WISCONSlNAN TiLL 687.5 2 SS HL IRrown, clayey silt, trace fine to conrse sand. Ct. 21 sS -MOO ' fille to coarse sand, trace fine J:r"vel. 52 5S I-- 5W IBrown, fine to coarse sand, some fine 5M to coarse gravel, trace silt. n 29 li5 25 MA -26.0 to 27.0 feet,cobbles and t-- Lar!;e gravel noted. TOP OF ILLINOIAN TILL 12.6 8.2 7 *.9 L35 &9 55 ML ICray, clayey 511t. some fine to coarSe sand, trace flne ~ravel. 7.1 137 79 SS I-- -37.0 feet, cobble" nuTed. S4 S5 HI. 5M Fray, c1eyey silt I.Ilr1 fine til med II .., $",,,1. 45 .. 4 1M lu' 25 55 MA 4 140 ~7~ 58 S5 ~ Gray, clayey si It and fIne to coarse SAnd. "tract' Cine ,ravel. ML 95 S5 Boring completed at bO.O feet on 4-8-75. Water level at 12.5 feet. 80 55
- 1. LUJ:i.cd by: Sar"('~l '" Lundy F.ngln"yr. CLINTON POWER STATION
- 2. Drlll<!d t,y: Raymond International UPDATED SAFETY ANALYSIS REPORT
- l. Tested by: Soil Testin~ Servic~s, inc.
FIGURE 2.5-120 LOG OF BORING 0-57
BORING 0-58 il! I. , SHIM STIEMIYM ATTERtIUII al!
§i .. ~ .r.
1.IIoIITS al iiiIGI !5i;,!! l:t Til utlAl..
.. :0 .. SURFACE ELEVATION 695.1
!~ .~ ~i;'!1 I'; L 0 ~ S§I TOP OF LOESS IIrown, aUty clay. trace fine sand.
6 SS 5 TOP OF OU't\/ASH 688.2
.... IIrown, silty, fine to coarse sand.
'" 4 SS
?n7 10 trace fine gravel.
TOP OF WISCONSINAN TILL 682.2 15 22.7 115 20 SS IIrown, silty clay, tr.ce fine to coarse sand. trace' fine gravel. 2Ul 9 SS
- IB.5 feet color graies to ~ray.
14.2 ~ 12~ ST
~ tiP Q/I 15 SS Reddish brown, flne to coarse sand, some 2 1MA. ~ 8M fine I4ravel, some silt amI clay.
TOP OF ILLINOIAN TILL 669.1 11 9 7 1 IV 14 13 SS ML Grav. clayey silt. traee fine to coarSe sand, trace fine &ravel. llL1 II ~ 79 SS 1~1 26 SS Gray, etay.,y silt and flile lu eoarM' s"I1II, "10 trace Une grlve 1. 45 'MA. I 't] 46,5 31 5S Cray, clayey sUt and Cine to medium sand. R. MA. ILl 135 .5U 23 SS Greenish gray to ,ray,clayey silt and fine to coarse sand, trace II. 1 141 68 SS fine graTel. 55 -53.3 feet color grad~s to gray. IIJ) 42 SS Gray, clayey sUt, s _ fine to COBTse 60 sand, trace fine gravel. lIoring completed at 60.0 feet on 4-7-75. 65 Water level at 6.5 feet *
- 1. Logged bYI Sar~ent & Lundy Engineer.. CLINTON POWER STATION
- 2. Drilled bYI Ra~nond tnternational UPDATED SAFETY ANALYSIS REPORT
- 3. Telted bYI 5011 Testing Service., Inc.
FIGURE 2.5-121 LOG OF BORING 0-58
lItEM mI tilmt BORING 0-59 1~ I~ I!i I~i; '~'iP1 Tit_ii. LIWfS SURFACE ELEVATION 697.2 0
!~ ~ i~
5 6 SS TOP OF WISCONSINAN TILL 692.2 Brown. silty clay. liltle fIne t9 coarse 10 bOll 6 S5 s"nd, trace fine gravel.
-l).~ to 14.0 feet, fine to coarse 11.\4 NL sand lense noted.
15 !IA l~~ ~w 1455 CL Brown, clayey silt, some fine to coarse sand. trace fine gravel.
..... MA ILl:! I L2 12D 27 5S TOP OF INTERGLACIAL ZONE 615.2 IGI:eelni!tb-;grl',. sllty clay, sam. ... 1l3D 112; 14 SS fine to coarse sand. trace fin~
gravel. ST 5GOl 18
- 9 113!
*. Iw. '16 5S flne .and, t roce CI nt' TOP OF ILLINOIAN TILL 663.1 u MA 18.0 11'l1 IU.'i 57 55 clayey silt and fine to coarse sand, trace Une gravel.
AA 63 SS 17"J.1, 1955
- sUt. varved.
~ 1+ 127.0 126.7 1:L6.~
Itill< 110. 1'J8.11 205S 5T
- fine to coarse sand, silt lenses noted.
clayey silt, some fine to coarse 80 55 sand, trace fine &ravel. I .. 58 SS Boring completed at 60.0 feet on 4-10-75. Water level at 23.0 feet.
- 1. Lo~~ed by: Sargent 6. Lundy Eng!ne.':" CLINTON POWER STATION
- 2. Drilled by: Raynwnd International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested by: SoiL Testing Services, Inc.
FIGURE 2.5-122 LOG OF BORING 0-59
BORING 0-60 SURFACE ELEVATION 701. 7 TOP OF WISCONSINAN TILL CL Brown, silty clay, trace firH to 19J) 7 55 Coar~(> sand, tn-lCe fine g);lvel. MI.
-SOIll(' fine to coarsc' sand.
15 2 <} I) Pl 12 23 55 1t2ll 2b
~lOO "~
5T
-lb.') f('cl, color ;:,.radt,~ to mC!dium rlark gray, Hlotllt.'d I ic.hl hrown ..
llR 18 S5
.01 SP c:r .* y, fine sand.
T1lP OF I NTER(;l.AClAL ?ONE 661.2 20.4 lib rHI. C:r*'lY, silt, trace- organics. 161> 24 5S ,SM Cr:~y, finE: to coar.~(' 'jamt, f,(J!1I{' silt. 1 toll 14. lU. 126 5T leL Gray, 'llty clay, tittl,o fin, to coarse .... and, trace fine ;:;Tavel, 17.7 21 55
~~~IgrO[~ji3~~s [0 gr('eni sh ... ~ray, some
~ _~~~~_ '2.liotm, S~~1yish_lo IOwn, filk
~
9.8 41 55 sand, tr~'cc silt and fint .;r.1veL.
-14.0 to 14.5 fret, Kre£nish-gray, silty clay, trace fine t(1 coarse sand and fin<- gravel.
Il.l b.O Is .1 176 55 '-- TOP m' ILLINOIAN TILL 667.2 HL Gray, clayey silt, sorne [tnt to coarse o;;and, trace fine gravel. I CL 17 <; I 7') SS
'Ill 16.1113.7 1!1.9 11&
11 SS ru.- Gray, silty ("lay, SOlll(' fint' l{) sand, t.h:lca f i tH' g raVl" * ('oar~,(' ST 55ir--;---+--4---~-+--4--+-+~ 24 5S~~ CL Gray, clay('y siit, 50111(' fine to coars(.' sand, trace finC' gravel .. 60 ... 12') 5S Gra.y, finC' to coarse sand, $0111(' finC' gravel, trace silt and clay. Gray, cL:tyey silt, somc fine Lo l'0ar~{' 101 5S 3an!l, trace fine ~tavel. CL
/00 HA ~ss SM Gr.:a.y, r i ne to CO;! r:->l.' sand, ~"III(' si 11:
and clny. Boring completed 1t 69.0 feet on 4-9-75. Water level at 23.5 feet. CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT o
- 2. Dri lLcd by: Raymond Intcrnat!ona l
- 3. Tested by: Soil Testing Service., Inc.
FIGURE 2.5-123 LOG OF BORING 0-60
1~ ~ii .. lItEM STIlENImI ATTER8ERG ... BORING 0-61
... it irl:1
~ IlIo\XIAL LIMITS ..I- ~ .~
"::0" SURFACE ELEVATION 7011.6 o,,~
=-~
~~ ... ...... ~ ~ii 0 F I" ~:: :.t &'.~ ~n au ~80~LS~ ______ ~~~~~ _________
TOP Of WISCONSINAN TILL 5 llA lOSS brown. silty clay. some
.and. trace fine 10 12J! 126 13 5S
- silty. fine to coarse sand.
fine gravel. 15 !124 31 55
, silty clay, trace fine to coarse sand. trace fine gravel.
ZO 14.9 12 17 55 to coarse 25 19 5S
- T*llll 4199 1~34 11.4 14.4 121> 12~ ST
(.80.6
.." ,21D 10 SS to
~ PER 21st 2868 17.3 24.7 19.3 lU 5T sh-Kray, sIlty clay, some 1'l.1 14 55 organlc!'.
-organics grade out.
-grades to some fine to coarse 12.9 11' 29 55 sand. trace fine gravel.
40 TOP OF I1.LINOIAN TILL 669.1
- clayey silt and fine to coarse sand. trace Une iravel.
45 8.8 1), 81 55
- c. ~,l 100 SS 55 282 40 SS ML
- silt.
1U ,1~! 27 58
- clayey silt. SO""" fine to coarse 60 sand. trace fine gravel.
8 .. 67 SS Boring co'"plet"d at 70.0 £e('t 65 on 4-11-15. Water level at 11.0 feet.
..., 8 2 77 SS
- 1. l.ogKed by: Sar"ellt 6. Lundy F.nKln"('rs CLINTON POWER STATION
- 2. IIrl11ed by: MAY'nond [nt"runtlonal UPDATED SAFETY ANALYSIS REPORT
- 3. Te.ted by. Soli ,'utint/. Sentc"., Inc.
FIGURE 2.5-124 LOG OF BORING 0-61
...enz StIM 1TIIENG1'H ATTER8£11& Ben BORING D -62
~i ~~. ~ uw
!at.. ...co'~i.. ~*=I~j IC D:!! LIMITS 0:" Ii .'!l cr1:r.1AXW. --
Eli I!!WGI ~;:;t ISION - - I "e-t§D ~!
!Dill SURFACE ELEVATION
~B~OL~S~~__~~~~~_______
714.2 0 ~i= TOP OF WISCONSINAN nLL 8 5S aUly clay. :sOllIe fine to 5 coarae saud, trace fine gravel. 10 llU 14 SS
~~QI 92~ 14J4 11.b 13.4 IJIl 12 ST T86ii
, sIlty clay, trace fine to 15 14 5 11L~ III 12 15 5S coarse saud, trace clay, trace fine grave 1.
20 16 SS 116 12 20 SS 25 13 SS TOP OF INTERGLACIAL ZONE 680.7
~E IlCUl 15 SS Greeniah-~ray, Illty clay, trace 199 11 12 S5 organics, trace Une sand.
40 TOI' O~' II.L1NOUN TIU. h70.7 27 5S Nt Gray, clayey 511 t, SOlII(' IIIII! to 45 coarse "and, trace fine o:rave 1. CL 6355 5 LU lJ'J 104 SS 55 Gray, ¥iit, trace clay a~d fine sand, 60 tn** 31 SS tracp organics. all 20 S5 Gray, clayey silL, SOllIe fine to coarSt; 65 CL sand, trace fine gravel *
..... 50 SS Bortn& completed at 80.0 feet
... till 140 68 S5 on 4-10-75.
Water level at 24.0 feet. lOO lit """?'
- 1. Logged by: Sargent & Lundy Engln~ers CLINTON POWER STATION
- 2. Drilled by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested bya Soil Testing Servicea, Inc.
FIGURE 2.5-125 LOG OF BORING 0-62
.. SHUll STIlEIGIH ATTERBEA6 BORING 0 - 63
~ ::I~ !' ~ii *1!i~
~~ Eii ~I= ..".
LIMITS SURFACE ELEVATION 721.7 t::;i~ i!!l!1i1 lu'" 0 TOP OF LOESS 7 55 5 715.7 sUty clay, t U " fine to 10 14.8 Ll.8 11J1 121 IS 55 coa\:se a. .4. t\:ace fine gravel. ailty. f1ne to coarse sand. 9 7 19.5 SO S5 tnce fine gnyet. 15 HA
,121 19 55 .sUty clay, trace Une 20 1~
to coa\:ae sand. t\:ace Une gravel. 11'_0 I., , 111.- I" 3255 25
., 140 121 23 55 8\:_. sUty. fine to coarse sand, ., 11 'i7 1m 26 55 ML
__ fine grayel. Duk gray. _Uty clay, some fine to coa\:se I\:ayel. t\:ace fine to CL coa\:se sand. 1'ill 22 55 TOP OF IM'l'DGLACIAL ZONE 682.7
<10 CL IGI~ee:nillh Iray. aUty clay. tncCl organics trace fine sand.
45 8o\:1ng complated at 40.0 feet on 4-8-75
- Water level at 11.0 feet.
55 60 65
- l. LOSb,d by: Sargent & Lundy EnKin.,,,rs CLINTON POWER STATION
- l. Orllltd by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested bYI Soil Testing Services, Inc.
FIGURE 2.5-126 LOG OF BORING 0-63
- a:::- SHOll STIlENmf ATTERllEIIG BORING 0-64 Ii:
a~~ E~i ~::.=:: LIMITS D:! r--:'i... !Ii!
~(
.... ~~= ... ; SURfACl ELEVATION 712.2
~ill ~:! !~ .;,::.~
u '" ;:ii ='i! :1 o lid ;t ... C
~ ~~i a toP OF LOESS silly clay, tCilC(' fin .. SIInd.
!i TOP OF W1SC\lIIIS1"A" TILl. 7119.1
* ,.thy c.lay, .Ullle fine to 117 1126 cClarse sand, trace fin" ~r"vClI.
10 III 1124 to coarse 15 20 It. 25 C 3175 2868 ['l. Il.t 17.'1 Ill" toP OF U,'TERGLACIAL ZONE 684.2
~ IQ IGI:aylsll-g,re,en, silty clay, trace organics, trace fine sand.
BOO
~ ~
7.9 116 IGI:cenillh-*cr.ay, clayey ail t, little fine to coarse sand, trace fine to coarse gravel, trace orgAnics. 42 20 40 668.7 45 to coarse R. 6500 .7 1140 121 55 -, 60 to coarse 60 l'\ll \,\1 32 -gracle.. to bluish-gray. II G... -sudes to gray. 65
..... 8.3 14 1t
.... 31 HL Gray, silt, some fine to coarse sand lenses, cobbles noted.
lOO 19.8 11 )IT "orin" con~leted at 78.7 feet on 4-9-75. Water level not recorded.
- l. Lo"g~d by: Sargent o!. Lundy Engineers CLINTO N POWER STATION
- 2. Drilled bYI Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested bYI Soil Testing Services, Inc.
FIGURE 2.5-127 LOG OF BORING 0-64
ATT _ _ IMEM STtIEIII'nt ... BORING ,D - 65
~~ ~~Iw as ~l: ir all: LIMITS ..lfI
§# ...~ "Ii TRIAXIAL ~ .~
SURFACE ELEVATION 724. I
~~. al Ii o Ihl ~!! 6! ~ ~gl l!r ~B~OL~S~~~~~~~!-_______
'rur 01' I.oESS 17.3 S~}~r:()~~~~N TII.L 121.1.0 5 si tty clay, SOl',. fIne to conua sand, -trace rlne gravel.
10 MA 11£ U.5 r:l1:y clay<,y sand, "trace fine
, silty clay, sOllie fin(' to coars('
1'; 'i 1I S IZ.r. 12 sand, trace fin .. grAvel. 15 11117 , silty, fine silnd, trace clay. 20 25 II f! II ~_II 111£ IlC rny, silty clay, trace fine to
~oarse sand, trace fine brave!. ... 136 TOP OF IN'fF.Hla.Al:IAL lUNE 40 3~ rt!.enish hrnwn. el Hye)' si It, SOllie orG-auics, truce fine to coarse s:md.
11'l1.o 108 III 45 silt, li-ttle fine to t raCt' (Jr~an LC5. I7A 22 673.1 ML , clayey silt and fine tu 55 ~,5 141 S5 Coarse sand, trace fine ~rll"el. SM 60 113
!7,o; 99 HL CraYt (',Iayey sill, SUIII(' fine. to coarse 65 sand, trace fine gl".1vel.
CI,
..... 33 SS ML Gray, s i Lt, 'tJ:acc f i 11(' 5:11141 t trace c.lay, varved
- BORING CONTINUED I. Logged by: Sargent & Lundy Engineers CLINTON POWER STATION
- 2. Drilled by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Te.ted bya Soil Testing Servi~e*, Inc.
FIGURE 2.5-128 LOG OF BORING 0-65 (SHEET 1 of 2)
fII z
~
BORING 0-65 (cont.) !- all:wlei ATTERBEllii ~fII
;t:
SH£M STIlENmt
.. lE~~ II!:§ ~~
-~
§~ ;1.,
",wr
.. o=il LIMITS 'U 1&1
~a!..S ...c-
.~
TRIAXIAL i:l!: 0MPIIESSIClN 1 -
'~i ~==
Ilia!
..I
~ ~ : :;
~ CDfII 1&1 70 I!Iif ~I:! :0; SYMBOLS DESCRIPTIONS
-73.5 to 78.5 feet, fine to medium .and lenses, trace clay.
75 11&1 31 SS I-- 95 SS ML Gray, clayey sUt, some flne to 110 coarse sand, trace ftne gravel. CL 18_2 145 SS 85 90 ~SS 95 IH 1111 215 SS 265 SS 100 Boring completed at 100.0 reet on 4-15-75. Water level at 12.0 feet.
- 1. Logged by: Sargent & Lundy Engineers CLINTON POWER STATION
- 2. Drilled by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested by: Soil TC8Ung Services, lnc.
FIGURE 2.5-128 LOG OF BORING 0-65 (SHEET 2 of 2)
BORING 5-2 Ii =ii ~:~ ;t ~ ~ i21 *u 0'Ir! SItUIII STRENGTH ATTERaEJIII cr::,.JAXIM. ......... LIMITS a=~ ~ let: I-SURFACE ELEVATION 704.9 SSION - -
~:: .~~ ~~! "' 15 5 2!
i!!1!;I \II 0 brown. silty clay (topsoil). WISCONSINAN nu 703.9 12.3 21.5 1~ BG brown, silty clay, trace fine 5 to coarse sand, trace fin~ gravel. HA 14.~ 14.5 12D b8t Brown, clayey silt, SOlft(> fine to 10 coarse sand. 15 16.u feet, color ,.""des to gray, trace 8G fill" gravel. 13.4 14.8 17~ 20 Boring completed at 20.0 reet 25 on 4.3*75. Water level not recorded
- 40 45 55 60 65 L. Logg~d by: Sar~~nt ~ Lundy Engineer~ CLINTON POWER STATION
- 2. DriLledpy: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested by: Soil Testing Services, Inc.
FIGURE 2.5-129 LOG OF BORING 5-2
BORING 5-3 SURFACE ELEVATION 725.0
'l'Q1> Of LOESS Brown, clayey silt, manganese nodules noted.
Yellow, silt, trace fine sRnd and clay. 1~1 8G f TOP OF WISCONSINAN TILL 714.0 L 8rown, silty clay, little fln .. to 130 81: coarse sand. 15~--~--~-4---+--~--+--+-4~ CL Gray, clayey slit, R~De rlne to coarSe sand, trace: fine ,ravel.
~ 8.8 III:
20 Ilcill Raring completed at 20.0 feet on 4-1-75. Water level at 11.0 feet. 5~--+---+--4---+---4---~4--+~
- 1. Logged by: Sargent & Lundy Engineers CLINTO N POWER STA TlO N
- 2. Drilled by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested by: Soil Testing Services, Inc.
FIGURE 2.5-130 LOG OF BORING 5-3
BORING 5-4 SURFACE ELEVATION 722.8 SYMBOLS AG CL TOP OF LOESS
~rown, silty clay, manganese nodules HL noted.
TOP OF WISCONSINAN TILL 718.3 CL BroWI', clayey silt, some flne to 12.6 11.2 1lA BC coarse sand, trace (lne gravel. IO~--r-~r--+---+--;---+--+-;~ OOHP 13.8 13.2 9.4 BC 15 l/C/R HL ICray, silt, trace fine to coarse sand, trace fine gravel. Boring cOlllplcted at 20.0 C.. et* on 4-4-7~. Water h*y .. l Ilt III.S (e('t.
~.
45,~--Ir--+--+--f --+-- +--t--t~ e. 551~--r---Ir--+---+---r--+--+~~ 65'~--~~r--+---+---r--+--+--I~
- 1. Logg~d by: Sargent & Lundy Engineers CLINTON POWER STATION
- 2. Drilled by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested by: Soil T~sting Services, Inc.
FIGURE 2.5-131 LOG OF BORING S-4
LABORATORY TEST DATA BORING 5-5 t!1 ........... .=r:..~ ....... .. ATrf~MI"
- IIUII ITIIE",TII tt .. 6tIIIFM:I ~,.,.,. 1'*. 0 EI! .. .. rot"t' ,,! n! a1!
- oZ ii ZI'
.... ....u.. . -
,.~-
~ 720 7.
7. 110.3 90 1110IIII S 'l TY CLAY W11M SAND AND DCCAS 101lAL C 3300 17.0 III GUV£l (MEDIUM STIFF'
~ 7tO C GalO[$ TO ST IFF SA 10500 1'.3 121 17.
CO"," 10500 U** 10 120 19.
~ ..-;: 70()
- u. GIIAY SILTY CLAY WI1M SAND AND OCCASIONal 10500* 11.6 121 GRAVEL (YOY Sf IFF) lORING COHttl[fED AT 20.0 FUT 011 1-28-72
~ 690 lID CISING USED "AUII LEVEL IIOT IIlCOIlOIO.
BORING S-6 680 StIIIIW:6 ~,.,.,. tl'O.1
.... 670 ~ .. DARK \IIICIWII CLAYEY SILT W11M SOME SAND AIID OIIG111...eT~"EII* - . (TOPSO IL)
DARK GalY AND llIOW 5 IL TY CLAY AND CI.AYEY S Il T 700 ~I.l 91 t. WI1M SOME G""VEL AND DCCAS 10NAl SEAMS
- 30. OF SILTY SAND. (SOFT)
~ 660 10500 GIIAY SAIIOY SilT WI1M CLAY AND SOME GRAVll (VEIIY STIFF)
IoSOO* 9." 132 19.
.. ~". GIIADES "11M MORE SAND lORING COMPLITlD AT 20.0 FUT ON '-z8-72 NO CAS IIIG USED WATlIl LEVU IIDT IIECORDED.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT ~ FIGURE 2.5-132
- 1. LOOOED IYI DAl4t:S & MOOIIE
- 2. DIlILLED IYI RAYMOND INTERNATIONAL LOG OF BORINGS S-5 AND S-6
- 3. TESTED IIYI DAl4t:S & MOORE
if'liil
,Nmf BORING 5-8
~
~EM~ L.iiifs
.. I!
SURFACE ELEVATION 733.8
~:.;,= , IJ- I~ii
~
0 TOP OF LOESS Brown. silty clay, _aganese nodules noted. 141< 8G 5 TOP ot' wiSCONSINAN TILL 731.3 Rro..... clayey sl1 t, Btt 1(' flne to Q)Mp coarSe sand, trace fIne gravel. 12.8 6.0 r" .. t, some fine to coars" sand. 1n n IRO 10 PERM 11.0 feet, color grades to gray.
=
15 'tn~ Be
", UC/R [25.5 112.7 '1(1.5 Be Bodng completed at 20.0 feet on 4-2-75.
Water level at 18.5 feet *
.on 11"'\
- 1. Logged by: Sargent & Lundy Engineers
- 2. Drilled byt Raymond tnternational CLINTON POWER STATION
- 3. Tested byt Soil Testing Services. Inc. UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.5-133 LOG OF BORING S-8
.....'"Idwf=;':-;:1 "ATTII!U**---- -"'~.- :=-il III LABORATORY T ES T DATA IM'A. STIlENOTH _ .. I~ **
,.t BORING 8-9 stIJItI!ttt:E £L£"TItJII MI a"t r..! lit!
1,.111.' 2l.l .... 710
~~j': 13. I 9.3 10500. 10.8
~ I( GUO£S TO VERY STIFF r.RAVn GRADES ~uT 3000 I, . l. .... 700 It* )SOO I,.It GRADES WI TM SAND GRADES TO HAIIO It. ( 10.7 I I. I GUOES TO GRAY AMO WI TM GllAYEl
~O""
"500. " .f, Il . 1 1
BORING COMPLETED AT 100.0 rEET ON )-1,-1) NO CAS ING USED WAn. lEYEl NOT R[CORDED 670 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT ~ FIGURE 2.5-134
- l. LOGq!D IYI DAMES & MOOR!
- 2. DlllLLED IY, RAYHOtID lICTPICATlONAL LOG OF BORING S-9
- l. "\'UTID IYI DAMES & MOOR!
LABORATORY TEST DATA
-BORING 1-10 IfIItRI<< £16."..". l'Z1 **
~ n.t1 "'r--1fe-i:+~":":18:-.~2....2:-:5~.7:-+---+--+--~10:=00:-ir:Z~6.~6-+--I
'-= "10.' 20.9 17.9
** GRAOES WITII MEDIUM TO COARSE SAND.
~
~ no 1--4r--__I---I-__I---+--I-....;;..-+-r '000 Il1r.M,r-----I
'S.!>
OCCAS IOIlAL GRAVEL GRADES WI til MORE SIll
~
COMP 12.7 11.2 tSOO I).'
* =:=='IBII1DWII S Il TY SIoND WITII Cl AY SILTY CLAY WITII SAND AND GIlAVEl (STlrF) <) Tl/C" II 5 10 Z I~"" 17.1 ~~t--,;-+~---.~--.~~--t---+----i--~---+----1----I ~
Iu
~~~ H.9 9.S 15.9
- GRADES WITH It)RE SAND
~
~6SO~-+--~--+-~--~--~--~--~~ GRADES B"te TO GRAY SILTY 'lA' WITII SAND
'500 1'.9 AND GRAVEL
- lOR ING COHPlET£D AT ~O. 0 rEET 6BO~~--~----------~--------~ ON )-16-13 NO CASING USED WATER LEVEl NOT RECORDED CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
~ FIGURE 2.5-135
- l. LOGGED aT, DAMES 60 ItOORE Z. DRlLLED IIYI RAYMOND INTEIlIiATtOIiAL LOG OF BORING S-10
- 3. TESTED BYI DAMES & ItOORE
LABORATORV TEST DATA BORING I-II
. " , . . . . . . . ?1L8
_roo ,. ~ ~~~--+-~--~~---+--~--~~ fS"FF) l::I( 1500 ,*. s 16.' 11lOIII CLAUY FIME SlIIO 1110l1li SiLty CUY "I". rIllE "liD. OCUSIOIIAL 1000 I'. , GIlAVEL (STIFF) T101--i---t--+--+--t---i--+--t--t ~ COM!' 12.7 ... I'." ~ C) ~
'DO'-~~~~--r-~~~----r---1---~--~
1500 16.' GIlAY Silo" CUY "11M SlIIO. OCeASlOIIAL CillAVEL (STIFF) GIlAY SILl WI 1M CLAY. SlIIO AIIO OCCAS ICItIAL ..,~ II. 7 GIlAVn (STIFF; 11., COIAOES ,.I1M MOllE CUY ~ ~ ~ V~~-+--~--~--~-+---+---+---+--~ 1000
.t:It2=((~~='lr;4~:l:=Y 'I"," CLAY .110 SBO~------------------------~-)-)'-'~--~
CLAY 10111'" COMPLETto U 100.0 rUT 011 )-11-7) 110 WI'" uno
*TO lOT LEVEL lOT IIECOIIOEO CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
~ FIGURE 2.5-136
- 1. LOC~EO IV, DAMES & HOORE
- 2. DRILLED I'Y, M'YMOMD INTEIUI"TIOt1Al. LOG OF BORING $-11
- 3. TESTED 8V, DAMES & HOORE
LABORATORV TEST DATA
...S! 4n:.fnM
- ;'"1 : ..
ItC; I ..UII ITMHTM i~ ~
=~=c ".......... ~~ ;I:!.. IiI BORING I-II
---s. .. .. ieL't iii ~ ~! 31! il
"'-AI"" '"*""'" $IIIIRIJ&6 ai_lflii ?H.I UC/II .10.0 9.0 2).'
CO...
.000 '10.' *
"'AOlS SAIIOY CIlAOES W.TH SAND AND G""VEl 2000 ".2 SILTY CLA' WITH SAND AND ",AVEL CO ... (STIFF) 11.2 7.10 '10.5 1000 .1
- GRADES WITH LESS SILT CO""
"' 11.0 8.6 .000 15.9
- 1000 '5.'
- 680
- SILT
..,111118 CMUTED.AT 100.0 FEET liN J~".7S
- T~stIM"f:T 'R£COIIDEO CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT
.~ FIGURE 2.5-137
- 1. LOCGED BYI OAHU & MOORI
- 2. DRILLED IYI MYMOND UITEl\NATIONAL LOG OF BORING S-12
- 3. TESTED I'll OAKES" MooU
"SI AT:fr,M'IS
- 2...
- la .. _"
"-.I"le ~'
UII"
....'" ~--
LABORATORY TEST DATA r. tHUIl IT",""" iI! Iii
.... Ii'..
- .=-...
i!
~t_
BORINe S-13 no 01 ... ~.:. ~~ SIIIII'M:E allMrlfJltl 'PU.2 1000 2S.2 CONI' MA 15.6 10.2 1000 16.8 1000 16.4
- GRADES WITH GRAVEL "500+ 12.9
- SILlY CLAY WITH SAND AND GRAVEl(HIoROJ "500+ 12.5 CDtIf' MA 1l.4 8." 1".1 "500 15.8
- GRADES WITH lESS GRAVEL
- r. til '.'_~_I z_
tJlJO lCiOO 77.S
- III(IWN TO OARK BROWN 6NO GIIAY S ILlY CLAY AND CLAYEY SilT WITH FINE SANO BORING COHPLETED AT "0.0 rrET
'IN 1-21-15 NO CASI ... USEI1 WATER LEVEL NOT RECOROEO CLINTO NPOWER STATION UPDATED SAF'ETY ANALYSIS REPORT
~ FIGURE 2.5-138
- 1. LOr~ED BY, DAMES & MOOR!
- 2. DIlILLED IY, RAYMOND INTERNATIONAL LOG OF BORING 5-13
- 3. TESTED IY, DAMES & MOORE
LABORATORY TEST OATA
",as
"~mM"1I IHI!AII ITIIIIIGTN I~ ~
=a .. .. Ii' t;~l :;:'!.. ~~
=2= L .."
itT 51 ~ ti1~ Ol~ II BORING 8-14 740 SIIIIIa<< AI""" l'3O.1
<<1CItIn1D/l/$
"/~~rI.~'!_I:.,~g_1 TIll HRM 16.6 tI.1o 'SOO 2".9
~ C CO"'
UCIII
~7a? 16.6 GRADES WITH FINE SAND ~ IIt.J
- SILTY CLAY "ITH SArD AND GRAVEL (VERY ST IFF 10 HAIID IS.J
~ 7/0
)SOO GIIAO£S "I TH MORE SAND
~ UCIII 12.2 6.1 "500+ 12.2
- GRADES WITH LESS SAN~
'-'TOO COM!'
- '11,-
lit. 9
~
'1. 7
- 1.,.,,'___,z-.
--II,.* .,
JSOO 17.7 690 SILTY CLAY WITH S"NO J.IID OCCASIOtIAl, (VEIIY STIFF)
'6.6
- nil' Slll"4 S"NO ~D GRAVEL "RAO£ .OUT GREIEII SIL~JC~Y t,QtLNo AND COM!'
- OCC"S lO..,.l G"AVEl lOllING COMPlETED AT SO.D HET 011 1*1,.7S lID CASING USED WATU LEvn IIDT RECORDED CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT
~ FIGURE 2.5-139
- 1. LOGGED IY, DAMES & MOORE
- t. DRILLED IY, RAYMOND INTERNATIONAL LOG OF BORING S-14
- 3. TESTED IY, DAMES & MOORE
W .. BORING 5-17 i i ir....58
- r IItI£M STIlENmI ATTERSEIIG
...o~~~! "'W Ii:
I 0" TRIAXIAL == LIMITS
..., .. ~~
t- 0="
~
- 51. l-SURFACE ELEVATION 115.4
~
U 0
~ ~ cA~)( ~=~ ~t:
H'
~ali 0
""lI!iil ~ <...
IT3
~ ~ ~~i .u:o~
DESCRIPTIONS AG TOP OF LOESS Brown, ,"d tty clay, Rlan~anese nodules 5 noted. N""---' TOP OF WISCONSiNA.N TILL 711.9 9.9 Be Brown, clayey silt, s.,..., flne to coarse UC/R sand, trace flne gravel. 10 UJI'It' HA PERH 163t! 1434 14.1 14.9 Ill> 610 15 TXL:l: I' TX/U /R 1(,. '; ft'd, color j\radl's to gray. 1Q4 BG 20 COKP Be HA 13.9 13.1 14b 6flO 25 uc" 689.9 sh gray, silt, some organics. Boring comp'leted at 30.0 feet on 4-4-75. Water level at 16.5 feet. 40 I 45 55 60 65 70
- 1. Logged b~: Sargent & Lundy Engineers CLINTO N POWER STATION Z. Drilled by: Raymond International UPDATED SAF'e:TY ANALYSIS REPORT
- 3. Tested bYI Soil Testing Services, Inc.
FIGURE 2.5-140 LOG OF BORING 5-17
BORING 5-18 x: ... SMPR S1'REIIGTK ATTER8£M
~~ iii Ii: a:! ~
i(,".... LIMITS TIUAXIM. _fI/IIII .... III a !!" SURFACE ELEVATION 71b.O
~~e ,.~
~ ~ .;::~ "IM'ii
~:: 1-
.8 0
~lIi!Gt ~ ~ ~gi l'l TOP OF LOESS 5
silty, fine sand.
- '-~t'\'(llP OF WISCONSINAN TILL 708.5 10 Brown, clayey silt, trace ftne to COKP 11.9 9.2 206 Be coarse sand, trace fine gravel.
UCIR 14.0 feet, color grades to gray. 15 15.0 12.2 9.8 Be iJR 2()
~
Pf,\\'" 61O! '176 1Z.9 14.7 17J\ 7011 *: TOP ot' INTERGLACIAl. ZONF. I ..." ** , i ..... 25 IV...,,, Jr.r'eenish gray to gray, clayey silt, tra~e anlanles. 14.b 9.b 17" \II: Horlnl'. ~on'l'l('t('(1 III 10.0 (N'l un 4-4-7~. Water level at 7.0 ('ct. 45 e, 55 60 65 "WI
- 1. Logged by: Sa~gent & Lundy Engineers CLINT 0 N POWER STATIO N
- 2. Drilled by: Raymond Inte~national UPDATED SA F~TY ANALYSIS REPORT
- 3. Telted by. Soil Testing Services, Inc.
FIGURE 2.5-141 LOG OF BORING $-18
... StEAR STRENGrM ATTERBER& BORING 5-19 ~~ ..... 1 -- ~ ~ Q:~ ~
I(ii 0': TIIIAXIAL __ ..." LIMITS
,,!I! 725.5
- t
>- SURFACE ELEVATION
.>-~ ~E!
~f~ ~
II! iii GIif ITS pat
- i ~ ~2i fIt .... )(
.u >-t:
"lSi! ~I
~
0 LOESS brown to brown, silty clay, ma.>gane **e nodules noted. 5 WISCONSINAN TILL 721.5
=
13.5 12.2 IIt,1.
- clayey silt, little fine to h:::-f.:::::.~:- sand, t-race fine g-ravel.
10 silty, fine to coarse sand, trace fine gravel. 1>923 5771> 11.9 BG O;;;-_rft.~, clayey silt, some fine to 15 frxL:uI sand, trace fine gravel. 5.0 feet, color grades to g-ray. 8.9 BG 20 llMl'
'IrJ(H .2",0 2888 12.8 13.5 9.~ Ill:
25 inI:ut
.. 1>95.5 silt, 35
, silty clay, trace organics.
40 Boring completed at 40.0 feet on 4-2-75. Water level at 9.0 feet. 45 55 60 65
- 1. Logged by: Sarg~nt & Lundy Engln~~rs CllNTO N POWER STATION
- 2. Drilled by: RaY'"ond rnt~rnatlonal UPDATED SA'~TY ANALYSIS REPORT
- 3. "ested by: SoU TcH In", S('rv lc('s, tile.*
FIGURE 2.5-142 LOG OF BORING S-19
iiiii ~ :: l;t !' :~i I~i~ SMIM ITI'IPIIIf IoTT_ BORING S-20 all! rftIIUIUIL _ LIIUS SURFACE ELEVATION 724.9 I!! I iii ~ ~! 0 TOP OF LOESS Brown, slity clay, man&anese nodules not('d. TOP OF WISCONSINAN TIU. 722.4 5toMP IlI'own, clayey silt, some {'ne to I> 780 1434 15.0 15.0 1'" coarse sand, trace fIne &ravel. 10
~
US -13.0 feet, color grues to gray. 15 III BG 20~
~ Eo 5961 5776 13.8 15.0 lQ,1 BG 25 TOP OF INTERGLACIAL ZONE 687.9 Greenish gray, silt. trace ..a organtcs.
45
.. Boring completed at 40.0 feet on 4-7-75
- Water level at 18.0 feet.
55 60 65
- 1. Logged bYI Sargent & Lundy Engineers
- 2. Drilled bYI Raymond International
- 3. Tested bYI Soil Testing Services, Inc. C-LINTON POWER ,STATION UPDATED SAFf;TY ANALYSIS REPORT FI GURE 2.5-143 LOG OF BORING S-20
§~ ......
BORING 5-21
-- ~~ ..;~~ ;':6i~i if~:!:....
SHUll STIllENGTH ATTERllfIIG LIMITS ~ ~ all: TRIAXIAl _ ..... 0:" ~ ~ ti ... di!: ,.. SURFACE ELEVATION 736.4 0 I!!~~ 1!!iI ~ :: J- ~ ~ ~~I ....I°l!! TOP OF LOESS brown 5 14..1 Be: 732.9 10 sUt, some fine to coarse 1 trace clay, trace ftne gravel. M... 13.4 10.0 12; 67( 8(; silty, fine to coarse sand. 15 20 clayey silt and fine to 14/! sand, trace fine gravel. BG silt, some fine to coarse sand, 25 - fine grave 1-silty, fine to coarse sand. 1~ BG
~,
elayey silt, and fine to coarse trace fine gravel. COMP MA 14.0 13.( 1W BG 70( IUC/R
<<l 45 TOP INTERGLACIAL ZONE 691.4 Blackish gray. silt, trace fine sand, trace organics *
/lortnl4 CClf"plctcd Bt ~O.(J fN'l on 4-'I-H.
55 Water level at 4.0 feel. 60 65 ~
- 1. Logged bYI Sargent & Lundy Engineers
- 2. Dr! Hed bYI Raymond International CLINTON POWER STATION
- 3. Tested bYI Soil Testing Services, Inc.
UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-144 LOG OF BORING S-21
LABORATORY TEST DATA S BORlNG E-IA 740 ~:: $UltFAC£ A£Wf'1ON 135
~~
,,~
SYIlIIOI.S
,_- HOIl 12 SO 9.
51 I!<~__ r.~~~~_
.v.n"~,uIC I" ITTL~D iiLi CitA WAt ,.Jib AHb iAill 6#
(TOPSOIL) . BROWN TO LIGHT BROWN SII.TY CLAY WITH _ _-, OF FINE ORGANIC DURIS(WfATHER£D LOESS) sao 31 _.:R",.A~C_E., IS00 41 G~!~ :J~.:~~~~" cf!~/I::,~TI~HE SAND AND OCCASIONAL GRAVEL,W[ATHERED (SOFT TO HEDIUM 720 STIFF) GRADES TO DARt( BROWNISII GRAY COLOR WITH INCREASE IN DENSITy: 231 CL 8ASE OF WEATHERED ZONE AT 12 FEET (GRADED TO VERY STIFF) 7' .... 3111 DARK BROWN I SH GRAY VERY SANDY SILT WITH 116 I 34 II II ML OCCAS lONAL FINE GRAVEL (HARD) DARK BROWNISH-GRAY SILTY CLAY WITH SOH[ SAND IoS00+ AND TRACE OF GRAVEL (GRADES TO STI FF) 15. 2700 CL 1t.,.,,'.lIi.'
~ ...
31000 PII
~
T. III Z_ n:'J:I------'OARI( GRAY SILT WITH SOIft: 'LA ** ORGANIC DOOR ML ~ 3100 12 * ' (SlIFF) 14: :""--
~~"
2000 P II 8LUISH TO GR((NISH GRAY SILTY CLAY WITH S!)Hf SANl' AND TRACE OF GIlAY£L (STIFF)
- f IIU".I." tIl.III., '111
~ 10500+ 126 I BRO"III~"-GRAY DCCAS IONAL GRAVEl SANDy SILT WITH SOME CLAY AND (HARDl
- t: ..........
~ ~u 74 I i::: ~ IoS00+ 52 I ~ ........,. ~ 80 II GRADES TO HORE SAND FROM 88 1 TO 9)'
"500+ 1!IOI7"1I ML
~A,.
.....A GIIADU TO DARKER GRAY COLOR I~II 1\5 I 6.=
a 97 801 111111 eoRING r.ONT IHUED CLINTON POWER STATION UPDATED SAF,TY ANALYSIS REPO"T FIGURE 2.5-145 LOG OF BORING E-1A (SHEET 1 of 2)
e! BORIN G E-I A CONTINUED LABOR ATORY TEST DATA
~
.. a~
0'" >- ATU~~~RG SHEAR STRENGTH ~~
~~~ "'.... >-~- ..~.~
TAIAKIAL __ tt. .... .
'~':'=$I:~ ~.(,1' ~
...0
.,o:~
oz ... PL"STlel~
~D\O-CO....fI£SSION
!2z C)~
~~~
'~.STIC O:G:l LIMIT INDEX ro,-,:, til ::~
!i.:..!i. ~
rt1 .:,
~
~l.:*
00 2" iil ~ SYMBOLS DESCRIPTIONS 590 4500+ 7711 580
,., 4500+ 98.
ML 4500+ 113 II 560 4500+ 48. " 550 Top Of Ll1cusfrlne Oeposl'ls ~I( BROWNISH-GRAY SILT WITH NUMEROUS SEAMS OF BtACK*OR GANle-DE BRIS. (LACUSTRINE DEPOSIT) 54 0 I 00/3'11 ML (VERY DENSE) Top Of Pre-/llino hn Glacial Till OL IVE GREEN S IL TY CLAY WITH SOME SAND AND GRAVEL, WEATHERED (GLAC IAL TILL) (HARD) 4500+ 36. 0 48. 4500+ 112 II GRAD I NG TO DARK BROWN I SH GRAY COLOR 51 0 WITH INCREASED DENSITY 4500+ 5411 500 4500+ 60 II 490 451)0+ 60 II 48'0 BORING COMPLETED AT 250.0 FEET ON 7-12-72 CASING USED TO A DEPTH OF 20.0 FEET 4~0 PIEZOMETER INSTALLED ON 7-13-72 BORING E-1B,LOCA TED 10 FEET FROM E-1A, WAS DRILLED TO A DEPTH OF 40 FEET. A 3/4 INCH PVC*PIPE WITH THE LOWER END PLUGGED AND THE LOWER 5 FEET PERFORATED WAS PLACED TO ELEVAT ION 693. GRANULAR BACKF I LL WAS PLACED FROM ELEVAT ION 6~3 TO 703: BENTONITE SEAL FROM ELEVATION 703 TO 705: ANO CEMENT GROUT FROM ELEVATION 705 TO 733. WATER LEVEL READINGS DEPTH BELOW GROUND SURFACE IN FEET !!hlI 10.0 8-3-72 10.6 8-22-72 11.7 9-6-72 REFER TO FIGURE 2.4-38 FOR
\~ATER LEVEL OBSERVATIONS.
CLIN T 0 N POWER STAT IO N UPDAT ED SAFET Y ANALY SIS REPOR T FIGURE 2.5-145 NOTE: LOG OF BORING E-1A SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 2 of 2)
LABORATORY TEST DATA SHEAR STRENGTH .. BORING E-2A
.~ ..
PLASTIC LIMIT ASne'" ed':~~i~~'s\ON
)-~-
0:"... oz
'"o SURFACE ELEVATION 746 750 SYMBOLS DESCRIPTIONS 4500. 12. ~ U!~~!B~~~~N' ~~~ TW~:~H S~.OMEME '~~~!:~~p,l~mE °6;CLAl 740 ?OOO 9. .",,!!!,_!,,!:::,,_**"S:;'A':.N.. D~ 0 FINE GRAVEL. (WEATHERED LOESS) (STIFF)
~,!"Ol Wisconsinan Glacial Till BROWN SILTY CLAY WITH SOME WELL GRADED SAND
- 12. AND OCCASIONAL GRAVEL. (WEATHERED) (STIFF) 1000 CL GRADES TO GRAY ISH-BROWN COLOR 3100 17.
730 BASE OF WEATHERED ZONE AT 18. a FEET 82 Ii IGRAY CLAYEY AND SAI'DY SILT WITH INTERBEDDED TH IN LAYERS OF CLEAN FINE TO MEDIUM SAND(HARD) 720 4<;00. 45. ML INTtRBEDDED SAND LAYERS GRADE OUT GRADES TO GRAY SILT WITH SOME 80 III CLAY AND TRACE OF SAND AND FINE GRAVE 145. 710 r----IGRAY FINE TO MEDIUM SAND (VERY DENSE) UAKK GRAY SILTY CLAY WITH SOME SAND ANO TRACE 4000 37 Ii OF GRAVEl. (VERY STIFF) vv " 4400 27. CL 31 III lr~~. of Inl,rglacitJl ZtJn,
--""GRAY' ~"L T WITH SOME CL~Y AND OeCAS 10NAL TH IN
'" 21
- ML OF FINE SAND (MEDIUM STIFF)
.... 3000 1411 CL I~GRAV~IILT\~~~~F~'TH SOME SAND AND OCCASIONAL ~ I( " 28. IbKA:
"',",v L* :~ !~~
FINE TO COARSE SAND WITH SOME FINE GRAVEL I of IIlinoitJn Glacial TRACE OF S III (MEa IUM DENSE)
"'---- rill
~ 33 Ii r-IG~~~ C~AY ...... 4500. -PROWN SANOY Sit T WITH SOME OCCAS 10NAL GRAVEL. (HARD) AND ~ 12719". ML ~ 67" ~ 1000S'ilI
~ GRAY-BROWN FINE TO MEDIUM SANa WITH SOME SILT r---
~ GRAY-BROWN SANDY SILT WITH SOME CLAY AND OCCAS 10NAL GRAVEL. (HARD) ~ ""~" 50. ~ 4500. 85 III 150/11". 650 4" SEAM OF SAND AND GRAVEL 10013"1J 100/s"1J
/f:A"
' ..... GRADES TO GRAY COLOR 4500. 10016"1J 98.
630 54 IJ ML 4500. 76 IJ 61_ li2. 600 10311 590 CLINT 0 N POWER STATIO N ~ UPDATED $A.FETY ANAL-YSIS REPO .. T ~ BOR I NG CONT I NUED FIGURE 2.5-146 LOG OF BORING E-2A - (SHEET 1 of 2)
LABORATORY TEST DATA BORING E-2A CONTINUED SYMBOLS D£SCRIPTIONS 4500+ 125. 580~-+---+---+--4---+---4---~--~--; 4500+ 44 IJ 6" LAYER OF SAND AND GRAVEL. 570*~-;---+---+--~--+---~---+---+--, GRADES TO GRAY - BROWN COLOR 4500+ 86. 560*~-;---+---+--~--+---~---+---+--4 10016"<< ML 550~-+---+--~--+-~----~--~__~-; 4500+ 48 W 540~-;---+---+--~--+---~---+__ -+__, 4500+ 41
- SAND AND GRAVEL CONTENT INCR£AS ING 530 Isa** of Illinoian Glacial Till 100/4"11
...... i-'-G-R'A'-Y-BROWN WELL GRADED SANe WITH SOME GRAVEL AND TRACE OF SILT (ALLUVIUM) (VERY DENSE) ~ SW I( 520 f - - - GRAY SILTy CLAY WITH SOME SAND AND TRACE OF ~ 40 ~ CL GRAVEL: OCCAS*IONAL THIN SEAM OF SILT (HARD) ~ ~ 510 i::: 8611 I:--- GRAYISH-BROWN TO GRAY SILT TO SILTY SAND SM BEDDED.ORGANIC DEBq IS.IN ZONES.OCCAS 10NAL
, SHELL FRAGMENTS. (ALLUV IAL OR LACUSTRJNE
~ ML DEPOSIT) (VERY DENSE) f--- ~ 500 ~ 21 11 GRAYISH-BROWN TO GRAY SILT WITH SANO , BEDDED ORGANIC DEBRIS IN ZONES, OCCASIONAL SHELL FRAGMENTS. (ALLUV IAL OR LACUSTR I NE DEPOS ITS) (VERY DENSE) 490 5711 GRADES VERY DENSE 480 ML GRADES SOFT WITH INCREASED FINE ORGAN I C DEBR IS 4tJ GRADFS I'ORE DENSE,ORGANIC DEBRIS 470 DECREAS ING 65tJ 460 29tJ 450 GRADES OCCAS 10NAL SEAM OF S I L TY CLAY 4011 '--- 440 BOR ING COMPLETED AT 300.0 FEET ON 7-10-72 PIEZOMETER INSTALLED ON 7-12-72 CAS I NG USED TO A DEPTH OF 6.0 FEET BORING E-2B,LOCATED 10 FEET FROM E-2A.WAS ORILLED TO A DEPTH OF 68 FEET. REFER TO FIGURE 2.4-38 FOR A 3/4 INCH PVC PIPE WITH THE LOWER ENO PLUGGED AND THE LOWER 5 FEET PfRFORATEO WATER LEVEL OBSERVATIONS. WAS PLACED TO ELEVATION 678. GRlINULAR BACKF I LL WAS PLACED FROM nEVAT ION 6'ij TO 686; A BENTON ITE SEAL FROM ELEVAT ION I 686 TO 687; AND CEMENT GRANT PROM ELEVAT ION 687 TO 746. WATER LEVEL REAOINGS CLINT 0 N POWER STATION DEPTH BELOW UPDATED SAFETY AN6L.YSIS REPORT GROUND SURFACE IN FEET DATE 32.8
- 32. 9 8-3-72 8-22-72 FIGURE 2.5-146 33.4 9-6-72 NOTE:
SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING E-2A EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 2 of 2)
LABORATORY TEST DATA
..as ATIf:~T~R' SHEAR STRENGTH
.. i- .. ....... ,
750
~~~
l:!2
~A..'"
&. .... f
"",-oem
... ~
, ...... at.
r. iI **~
==
71~ <t!
. .t_lIIIe ~:!
_z 00
- l U 0;
£ BORING E-3A 740 I::: $IIIIf'M% ELE ..TItJN no 7.10 II 12.
IYI#MH.' IML 8KQtIII_~ILl DEICIfII'TION$
"!!: ,!~Al or SAND "MU 1;1.'"
2700
- 5. CL ~~~:mn'CIAY t.
Till LOESS)(STlrr 1500 HEM* !I'I SILTY CLt.'I WI ~':5 SAND AND OCCASIONAL 720 16. GIIAVEL W[A1ME~EO TO STlrF) GIIAOES TO GIIAY COLOR, BASE Dr WEATHER£( WEATHERED ZONE AT U.S HET
)JOO CL 710 ~
1211 GRADES SOFTER,INCREASED KlISTUilE 1000 7. CONTENT I ... z_ 700 711 ~~:~~'I EY OIl T WITH TRACE OF SAND,
- 5. ~ _() _SiAL SOIL)(HEOIUM STIFF)
~UI_ nl IL n CLA., WITH SOME 1500 C'" lAllO ~IIII _C . GliiVEl_. (MEDIUM STIFF) i To, ., /II, ISH-GRAY '" ~,if~tiJfII
~~ D'I . WITH SOME CLio., "NO 690 10500 4311 OCtAS IOIiAl GII"YEl )
.... 10500+ 124.
~
n.
~ 680 10500+ 7711 ~ 10500+
- t e:) 670 IoSOO+ lOll t:::
~
10500+ 41. ML '~" 660 10500 4611
"$00+ 121
- 650 "500 10500+ I~
640 Iosoo. IIOIS'II
@: ....-..~.s- '1IOWII(~m
!1\I1lI1 I5OIl"I ~1I~n'UM SAIIO WITH SOH( SILT SILT WITH SOME CLA., ANP OCCASIONAl GIIAYEl 10500+ 1lQf6"a AIOVE, GIIAOES TO GRAY COLOR (HAIID) 6.10 "SOO+ IOOA" 620 10500 7711 130 *
"500+
ML !. SEAM OF SAND 1.110 G"AnL 610 10500 till 600 IoS00 61.
.... SEAM OF SAND AND G~AYEL IoSOO+
590 78 II
- DN WATER SAMPLE OBTAINED ON 10-7-71 lOR INC CDNT IIIUEO CLINT 0 N . POWER STATION UPDATED SAF'e;TY ANALYSIS REPO"T FIGURE 2.5-147 LOG OF BORING E-3A (SHEET 1 of 2)
LABORATORY TEST DATA l:! BORING E-3A CONTINUED CUI ATTERBERG
~
SHEAR STRENGTH w .... a~
~~~ LIMITS "'z >
"';r TRIAXIAL ~~COHFIHED POCI!t,;T
=>,., >-~ ....
~~
~~~
pI-ASTle PLASTICITY C;OMPR(SSION MPRESSIONI't HUIlO.. [Tt~
!!?z LIMIT IHOEX
~ ..... ..... CO CZ'"
W
~::J!
",...I w tal '~f tbl ::, tel .!, Idl .!, ::EO C
~~ SYMBOLS DESCRIPTIONS 590 580 45[10 72.
ML 570 4500+ 55 II Top Of Locustrine Deposits
~
560 4500+
- 50. (ESTIMATED)
ML I...
~
Ii: 550 37 II Top Of Pre-Illinoian Glacial Till
- 44. BROWN CLAYEY SILT WITH SAND .AND SOME 4500+ GRAVEL
~ 540 ML ~ j::: § 530 54 II 3" LAYER OF BLACK ORGAN IC DEBR IS lI..J tct I-GRAYISH-BROWN CLAYEY SILT WITH I NTER BEDDED 520 4500+ 43
- ML THIN LAYERS OF SILT AND SANOY CLAY:
TRACE OF ORGANIC DEBRIS IN ZONES (HARD) Top of Mohamllt Blldrack VallllY Dllpas/t
! ' - - GRAYISH-eROWN WELL GRADED SAND WITH SOME FINE GRAVEL 510 105ll'ia (GLAC I AL OUTWASH .ALLUV IAL DEPOS!T)
(VERY DEt-ISEl 500r--+---r--~--+-~----~--~~~-4 8811 sw 490~-;---;---+--~--~--~---+---+__~ 133 II 480~~--~ __ ~ __ ~ __ ~ __ ~ __ ~ __ ~~ 11311 PIEZOMETER INSTALLED IN E-3A ON 7-5-72 BORING WAS REOPENED TO 238 FEET. A 3/4 INCH PVC PIPE WITH AN 18 INCH POROUS STONE TIP WAS PLACED AT ELEVAT ION 495. GRANULAR BOR I NG COMPLETED AT 249.5 FEET BACKFILL WAS PLACED FROM ELEVATION 492 TO ON 6-29-72 516, A BENTONITE PLUG FROM ELEVATION 516 TO 518, AND CEMENT GROUT FROM ELEVATIONS 518 TO 730 PIEZOMETER INSTALLED ON 7-12-72 BORING E-38 LOCATED 10 FEET FRNI E-3A \,AS DRILLED TO A DEPTH OF 7S FeET. A 3/1, INCH PVC PIPE HITH THE LOVIER END PLUGGED AND THE LOHER 5 FEET PERFORi,TED HAS PLACED AT ELEVAT ION655. GP'I\i*:t:L.'\~ Bf,CKF I LL ~IAS PLACED FROM ELEVAT 1014S 655 Te 062: {, BENTON ITE SEAL FROM ELEVAT IONS 622 T0633: .,NIl PH GR~VEL AND CEMENT GROUT FROH ELEVAT IONS 663 T0730. WATER LEVEL READINGS DEPTH BELOW GROUND SURFACE IN FEET TIP ELEVATION 492.0 TIP ELEVATION 657.5 81.6 8-15-72 81.8 9-6-72 REFER TO FIGURE 2.4-38 FOR CLINTON POWER STATION I'IATER LEVEL OBSERVATIONS. UPDATED SAFETY At:'AL.YSIS REPORT FIGURE 2.5-147 NOTE: LOG OF BORING E-3A SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 2 of 2)
LABORATORY, TEST DATA t! BORING E-4A a:: !lllRFACE ELEIlATION 140 740~-+--~--4-~~-+---+ __-+__~__~ II nwoLS' IJESCRII'TIONS
;~~~~:~~~r.~~:~SI-L~T-W~I~'H~O~RG~A~N~IC~~~~~~~
10000 IGI4T BROWN TO YELLOW S Il n CLAY 1600 (WUTIIER[O LOtsS) IGMT FR"..,II SILT WITII 5011£ CUY (LOESS. GRADES LtS~ W[ATII[IlED) (I1£DIUH STIFF) T." .f W;.~.,,,;,,,,, (l1.~i.' Till , iiI---4L IGll'j BAOWII CIAYlY S IL T WITH SOH( SAND AND OF' GRAVEL (STlH) MIoiOjI-_-I6~~,!,_= I~!:D"~:~(~ ~~~~ S~~:s~ITH OCCASIONAL 720~~--~--+--+--~--+"~o.+-__~~ lASE 0" w[ATII£R£D ZONE cuny SILT WITII SOME S..ND ANa oeCAS 10NAl GRAVEL (VtRY STIFF) GRAD($ TO BROWNISH-GAAY COLOR 710~-+--~--4---~-+---+"~C)~ __~__~ .f ,,.,.,,'.~i.' Z_ . 1iIioi.1-_-I.,aRICGRAY SILTY CLAY WITh TRACE OF' SAIID, IC ODOR (ST IF .. ) 1100 GRADES TO GRnNISH ANO BLUISH GRAY COLOR WITH snl1£ SANa ANa TIIACE OF F' I NE GRAVEL r." .f 1111**' ** (l1.~/.' Till
....--fBllOWNISH.GRAY SANDY SILT WITH SOH( CLAY AND OCCAS 10NAL GltAVEL (HARO)
~I( 6111.0($ TO OCCAS lONAl TIl IN unRS
~ OF eliAN to SILTY SAND
~ 6701~--I---+---+--~--+---4"!~o.+-__~~ THIN SAND LAYUS GRADING OUT t::: ~ ~ ~ 640~-+--~--+--4--~--~__~__+-~ GUO 1116 TO DARKER GRAY COLOR "500 .. 610~--+---~-4--4---~--~--~-4---I 10500+ 10111116 CONTI HUED CL1NTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-148 LOG OF BORING E-4A (SHEET 1 of 2)
LABORATORY TEST DATA BORING E-4A CONTINUED SYMBOLS DESCRIPTIONS 4500+ 100/6"1 580~-4---+---+--~--4---~---+---+--, ML 4500+ 85 \I Top Of Locustrine Deposits 570
- DARK BROWNISH-GRAY SILT WITH TRACE OF CLAY.
100/6"1 OCCAS 10NAL SHELL FRAGMENT(LACUSTR I NE DEPOS IT) (VERY DENSE) ML 560
~ GREENISH AND BLUISH*GRAY SILTY CLAY WITH SOME 19 \I ~ SAND AND TRACE OF GRAVEL (VERY STIFF)
.... Top Of Pre-Illinoian Glacial Till 550 !!fl( [GRAYISH.BROWN VERY SANOY SILT WITH SOME CLAY AND OCCASIONAL GRAVEL (TILL) (HARD) 4500+ 155/ifl ~ ...... 540 59 II ML ~ i:: 530 § ~ 4500+ 53 I ~ 520 Top Of Pre-Illinoian LoclJstrine Deposits 42 I I--- GREENISH TO BLUISH*G~AY SILTY CLAY WITH SOME FINE SAND (LACUSTR INE. DEPOSIT) (HARD) 510 50 II 500 CL 4500+ 49 I 490 GRADES TO DARK GRAY COLOR. ORGANIC DOOR 4500+ BORING COMPLETED AT 255.0 FEET 480 ON 7*5-72 PIEZOI~F.TER INSTALLED ON 7*6*72 CAS I NG USED TO A DEPTH OF 5.0 FEET BORING E-4B LOCATED 10 FEET FRO~1 E*4A WAS OR ILLED TO A DEPTH UF 76 FEET. A 3/4 INCH PVC PIPE WITH THE LOviER END PLUGGED AND THE LOWER 5 FEET PtR"C'<ATED WAS PLACED AT ELEVAT lO~1 644. GP,M:UL .,~ BAP'FILL WAS PLACED FROM ELEVATIO~!, r,44 Tnh!k A BENTONITE SEAL FROM ELEVAT lOllS 654 H1656' A~C PEA GRAVEL AND CEMENT GROUT FRON ELEVATIUNS 656 T0740. WATER LEVEL READ I NGS OEPTH BELOW GROUND SURFACE IN FEET 26.6 8*3-72 26.8 8*15-72 27.9 9-6-72 REFER TO FIGURE 2.4-38 FOR WATER LEVEL OBSERVATIONS. CLINTON POWER STATION
~___U_P_O_A_T_E_D___S_A_r_E__ T_Y__A_N_A_L_Y__ S_IS__R_E~P_O_R_T____~~
FIGURE 2.5-148 NOTE: I-SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING E-4A EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 2 of 2)
LABORATORY TEST DATA BORING E-5A
$tIIIFM:E SSIMrlOll 1&0 1'50 OF CLAY 1000 1'40 ~---~---+----_r---~---~-----r15OO~----+---~
IGIIT INlWN FINE TO MEDIUM SAND WI1M SOME SILT IN ZON£S (VERY DENSE) GRACES 10 GRAY COLOR EM*' APPROXIMATE BASE OF WEA1MEREO ZONE.AT 17 FEET
'~O --IOAI_K BROWNISH-GRAY CLAYEY SllT'Wl1Ifo SOME SAND AND OCCAS IDNAl GRAYEl: INTERBEDDED 1M IN SEAMS OF SAND (HAIID)
SAND SEAMS GRAD I NG OUT INCREASED CLAY CONTENT 1'20 t----r----+----~---~---~---_4~~+_---+_--~ GRADES TO YEIIY STIFF of ,,,,.,,,,,.,,, Z_
--IOAl_K BROWNISH-GRAY SILT WI1M A TRACE OF CLAY IC OROOR (STIFF) 1'/0 ~---~---+----_r---~---~------~'ooo 2500 GRADE TO GREENISH-GRAY SilTY CLAYWI1M 1111""1",, ""e/,,' Till SOME SAND AND GRAYtl
- 1'00 t----t----;-----r---+----+---~~~.~---+_---~ _-t::::..::ofSH-GRAY
"" SANDY SILT WITH SOME OCCAS 10NAL GRAV£L CHARD I CLAY AND 690t-___r----t----i----+----+-----+~500+~--~--~
~ 680 t-__i----+----+_-+_-+-----+"sco+ ~---+_-~ ~ 'It 61'0 T WITH SOME CLAY IN ZONES, ....~ --'1-.- ~! L~~~~::I~IE ;~:~~s mT ~'~I':~T~:..L OCCAS 10NAl SHEll FRAGMENTS AIIO ! (GRACIAL Tllll (MARD) ~ 660 t--t--;--~---_f_--+--+~5OO*.+_-+_-_I GRADING 10 OCCASIONAL lMlli lAYER OF SAND AND GRAVEl 650 t--+-----r---~----~-~-~~~-~~-.
"500.
SAND AIIO GRAVEL GRADING OUT 640't----I----+----~-~-+_--+"500+1_-~-~ 6~0 t---t---t--+--+--+----flt500+1---~~ 620 6/0 6()0 690~~~_~ ___~___~___~____L"~5~00~+~____L___~
- 011 WATER SAMPLE OITAINED 011 10-7-72 lORING CONTINUED CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-149 LOG OF BORING E-5A (SHEET 1 of 3)
LABORATORY TEST DATA BORING E-5A CONTINUED
..ell! .. nERBERG ums SHEAR STl<rNGTH 01 . . ..
~~~ ~~ ... !:-
't.",c ." ..,to('., t "'.... ... ',f':: -;-:;;--
t:ff: --,:':;,- ~~ ~~;'f-=t~~*""
,.... u
"'IT ,ft!.,_
('OM-(~ ... tOII
!!z OZA 01'"
*JI ,0' ,I.!. "-1 .:.
00
- 1
0 SYMBOLS DeSCRIPTIONS 5 90 to- t~ 5 8" 41
- ML 5 .....- ~soo+ 45 II Top Of L,ell$l,in, D6F:1sils
-_-ID,l~< '.l\W'IISH-,.UY SILT WITH TPAcr OF CLAY A'4D "'If SA~O.OCtASIONAI SHHl "PAr.MEI4TS (lA(\I~TR"'E DEJOSIT) (VfRY O(NS£)
ML Top 01 /In- Illinoian Gfociol Tiff 500. 37 II ---IGIUY ISH-fIt()WI4 CUyrv S Il T WITH SOM! SAND AND OCCASIONAL GRAVEl. (GLACIAL tiLL) (HARD) ML 55. 1071 540 'JOe. 126 II
~~t---fG;ItEI'NISfI-GkAY SilTY FI~E TO HIDIUM SD WITIi
~ I 45/10"' C~A~~r $A'IO (OUTWASI< O£rC~ITI(V(RY ~E~SE;
~"TV CLAY WITH SOME SAt;O A'jQ OCCASIONAL G~Avfl (GLACIAL Tllll (HARE'l 4500. 5511 10 'sou. 731
~5QO. 34 1 490 40 II GRADES TO OAAI( (,ROWN I SH-GRAY COL o~
~OOO 2.81
.. RAOES TO VERY STIFF
'0 10200 30 II 10500 191 T~ OIP,tI-llfinoia" Locu~',;ntl Dllp:1sif,
---ID,O"I( r"AY FIN( SANOY SILT WITII A TRACE or G"Avrl (OrNS£)
45(J 36 II
---I!'~~-.IO~:r~R~~~H OeCAS IONAl IRREGULAR lfllsr 0 AND II:JOULE or BROWN LIMESTONE (HARD) 0 fOiliNG COIITINUro CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-149 LOG OF BORING E-5A (SHEET 2 of 3)
LABORATORY TEST DATA BORING E - 5A CONTINUED OW ATTERBERG
>-=-
SHEAR STRENGTH >-
~~~
en"'JI; LIMITS
'lAlne a: en "
~~~ OZ ...
~&STlCln lIMIT INDEX
'!' ~ SYMBOLS DESCRIPTIONS 430 "'d
.... GRA~~S TO INTERBEDDED TH IN LAYERS OF GRAY FINE SANOY SILTSTONE AND SHALE ~ l(
,oKUWN.ISH-GRAY FINE SANOY MICACEOUS SILTSTONE.
420 100"10 MASSIVE.FEW FRACTURES (HARO) ~ 410
~
~ 100"10 ~ § 400
~ BORING COMPLETED AT 329,0 FEET i;j ON 7-17-72 CAS I NG USED TO A DEPTH OF 6 FEET 390 PIEZOMETER INSTALLED ON 7-19-72 BORING E-5B.LOCATED 10 FEET FROM E-5A.
WAS OR ILLED TO A DEPTH OF 76 FEET. A 3/4 INCH PVC PIPE WITH AN 18 INCH POROUS STONE TIP WAS PLACED TO ELEVATION 675. GRANULAR BACKF ILL WAS PLACED BETWEEN ELEVAT IONS 674 TO 680: A BENTONITE SEAL BETWEEN ELEVATIONS 680 AND 683: AND CEMENT GROUT FROM ELEVAT ION 683 TO 750. WATER LEVEL READINGS DEPTH BELOW GROUND SURFACE IN FEET 16.8 8-3-72 16.9 8-15-72 17.3 9-6-72 REFER TO FIGURE 2.4-38 FOR WATER LEVEL OBSERVATIONS. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-149 NOTE: LOG OF BORING E-5A SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYM80LS USED ON BORING LOGS. (SHEET 3 of 3)
LABORATORY TEST DATA
~e!
ta~i SHE Ait ST.MGTH r"z. .
.. .. ~
i§ fii'
~= ~-
~E=
oE;;j 1'50 E BORING E-6 I:: StJ/IFM:£ ELI ..TIOII n. NO !'
.~
9. ML ;~~'TiiAC£' OF To
° ,AN IOWI CLAYEY Sill
_0.l~IS (ItlOERATE STIF 1'~0 II. ~ .::". CLAYEY SILT. W ~~~~:~O AND OCCASIONAL ML GRAVEL
- IFF)
BASE OF ZONE OIEI4* i--- GRAY CLAYEY Sill WITM A TRACE OF FlNE
- COARSE SAND AND OCCASIONAL GIIAVfl (HfDIUH STIFF) 1'20 12 , GRADING TO STIFF GRADING WITM OCCASIONAL FINE SAND 1'10 12.
STR INGER< T.", ,,,,.,,,***, z_ 416"' uu... BLACK ORGANIC CLAYEY SilT (MEDIUM ~TlFF) GRAY CLAYEY SilT WITM A TRACE OF FINE*COARSE ML SAND AIIO OCCASIONAl GIIAYEL (STIFF) 1'00 loa i--- GIlA' WEll GUOED SAIIO AND GIIAVEl WITM SOME 51. S Il T (ItlOERATE DENSE) .'
- S,W 690 54.
GP
~ ~ T. ", ""H'." .'.d.,
GIIAY CLAYEY Till SilT WITM FINE*COARSE SAND
&.;: 680 II' AIID OCCAS lONAl GRAV£l (ST I FF) ~ IS. ~ lIa
() 61'0 i::: 54. ~ '~" 660 42. ~ BROWNISH*GRAY WEll GIIADEO SAND,ClEAN (VERY DENSE) (OUTWASH DEPOSIT) sw
- IIIIU~ GRAY SANOY SilT WITM SOME CLAY AND OCCASIONAL
. 5 . 1111111'1 ML 650 GRAV£l (VERY DENS£) (Till)
~
BROWNISH*GRAY WELL GllAIIEO CLEAII SAND , TRACE OF SilT IN ZONES (OUTWASH DEPOSIT) (VERY DENSE) 640 sw 6~01t--;---f---+--~--+---4---4---+-~::::~ BROWNISH-GRAY SANOY SIlt WITM SOME CLA, AND OCCASIONAl GRAv£l (VEIIY DENSE) (TILL) 10015"' ML 610'~-+--~--+--4--~--~--~--~~ GIIAOES TO OARKEII GIIAY COLOII as .1111111 600*~-r--;---~-+--+---~~~~--~ Top 01 LllcfI$' Oflpo.il. GRAY S I [T WI TM TRACE OF CLAY 10000"tI (lACUSTRINE OEPOSIT) (vrllY DENSE) Top Of ~fI-/lII"fIirI" fiI<<:IfII TIll DARK GRAY SANOY SIU WITM SOME CLAY AND OI':CA<IOII"1 GIIAV£.L (Till) (VERY OUSE)
- ON WATtIl SAMPlE OBTAINED ON 10-7-12 BOiliNG COHTIIlU£O CLINTON POWER STATION U*POATEO SAFETY ANALYSIS REPORT FIGURE 2.5-150 LOG OF BORING E-6 (SHEET 1 of 2)
LABORATORY TEST DATA
~ BORING E-6 CONTINUED
.... ",Sffi ATTERBERG LIMITS SHE AR STRENGTH ~!z ..
,.1;:-
~
a ~, ~ t;~i TIIUAKIAL POelC(t
~~tf ~~
=ONfIN£O cr",U l( ~~~
"I,.A,TIG I>LASTICln COMPR(SSIOH PRU$ION N(l'IIO¥UI"
!!z ozo. ()~
tit!':, m!t ~:t '"0 LIMIT tHO£X (L:1l 00 Qj~ 0: iii " 'il-,!' ::EO SYIIIBOLS DESCRIPTIONS I 590 70 111111111 ML 580 BORING COMPLETED AT 151.0 FEET ~ PIEZOMETER INSTALLED ON 7-25-72 ON 7 72 BORING WAS FLUSHED WITH CLEAN CAS I NG USED TO A DEPTH OF 6 FEET i::: WATER AND A 2 INCH 10 PVC PIPE WITH THE LOWER END PLUGGED AND ~ PERFORATIONS AT I FOOT INTERVALS FOR THE ENT IRE LENGTH WAS PLACED TO ELEVAT ION 586, GRANULAR SACK- ~ FILL WAS PLACED FROM ELEVATIONS 585 TO 736, WATER LEVEL READINGS c~ DEPTH BELOW GROUND SURFACE IN FEET DATE 11.8 9-19-72 11.4 9-26-72 11.3 10-10-72 REFER TO FIGURE 2.4-38 FOR WATER LEVEL OBSERVATIONS.
--=-
CLINTON POWER STATION UPDATED SAFETY Mi~LYSIS REPORT FIGURE 2.5-150 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING E-6 EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 2 of 2)
LABORATORV TEST DATA
.. filS ATrf:~iRG SHE:AII STRENGTH ... ~
~~~ ,.., ,... <<z "w
~!:-
.. ~~ .. ...
V"t((WII'.lfff\l
~fw .L ......C
"'ttl COM"'" ..,......SVlll ,~
oz*en " 1c1! r..:t.
&"MI' lifO" C~ 00 750 "d .!. ~" !~ :.u Q
~il 740 7~0 BORING E-7 7eo SURFACE £LEVIATION 112 DESCRIPTIONS 7/0 I ~~o~;~I~E "~;!!M5lR"C( OF flF~Nl~m,SOFT)
SOME ORGANIC OEBR IS, wEATHEReD CHEM* Top 0' Wi,eo",;"." fJl.e;.' Till tRCWN SllTV CV.Y Willi FIN( MEDIUM SAND lNO SS) 700 ,I, ! OCCA~IONAl GUVEl, WEATHEREO DARK GRAV ClAYEY SilT WITH SCME'SANO AND TRACE 14
- Of fiNE G""VEl (STIff)
ML 690 5 1111 T~ .'I",."t.ci., ZtNtli ,
....~I--... GAltYISH-eROWN WEll GIIlOEt) ClEAN SAND WIlH
.... I.g * ~ SW OCCASIONAL SILTY STRINGERS (MEOIUM OENSE) t:&.;: 680 4 II :11; ML DARK GUY CllVEv SILT; ORG"Hlt DOOR GR[~:~~~~GRAV SILTY ClAV WITH TRACE Of fIHE-MfDIUM SAND (MEDIUM STIff)
't CL
"'t 4211 Q 670 LIGHT GRlV fINE-MEOIUM CLEAN SAND WITH SElMS Of FINE TO COARSE SANO AND SILT 30
- SP (HEDIUH D(NSE)
~
~ ~I---I ~::~::~~"~~~~ ~~~/~~~"tlAV AND OCCASIONAL 55
- GRAVEl (DENSE I
~ 660 ~ 100/6"' 43
- 650 34
- 48.
640
- 60. ML 100/4". S'M 630 load ..
GUDts TO OARKER GRAY COLOR IOOIf{'
- 610 I0OI5"
- 100/4""
610 600 11*1111111 125. 590 lOlliNG CONT INUEO
- ON WATER SAMI'\.£ OBTAINED ON 10-7-72 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-151 LOG OF BORING E-7 (SHEET 1 of 2)
LABORATORY TEST DATA I:! BORING E-7 CONTINUED
~
OW
~~~
ATTERBERG LIMITS SHEAR STRENGTH
~~
=>",
>-~-
at:
~~
",0:3: TRIAXI .. L Icio~CONFINEO I'OCK[T 1-1-" O:"'U PLASTIC COMPRESSION ozG. c:):l!
~~~
Pl..ASTlCITY MPRESSION H(TItOIIITt"
~z -.
0:-' LIMIT INDEX rat' '~f
~
b1
~* tel .!, d1 ,:,
'"'- 00
- E U '"
0
~~ SYMBOLS DESCRIPTIONS 590 w 580~-+---r---r--+-~----~--~~~~ 44 II 58
- Top Of Lacustrine D&p:Jsf~s MLGRAY SILT WITH SOME FINE SAND ANL 560~-+---r--~--+-~----~--~~--~ 29 II ~ ORGAN I C DEBR I S (VERY ST I FF)
"'IOn _ _-'-_ _I-._-I._ _.l-_....I._ _....I._ _-'-_ _J...._...l BOR I NG COMPLETED AT 151. 5 FEET ON 7-20-72 PIEZOMETER INSTALLED IN 7-20-72 CASING USED TO A DEPTH OF 6.0 FEET BO RING WAS FLUSHED WITH CL EAN WATER AND A 3 INCH 10 PIPE WITH THE LOWER END PLUGGED AND PERFORAT ION AT 1 FOOT INTERVALS FOR THE ENTIRE LENGTH WAS PLACED TO ELEVAT ION 562. GR.~NULAR BACKFILL WAS PLACED FROM ELEVATION 560.5 TO 712. DEPTH BELOW GROUND SURFACE IN FEET 5.5 9-19-72 2.4 9-26-72 3.7 10-10-72 REFER TO FIGURE 2.4-38 FOR HATER LEVEL OBSERVATIONS. CLINTON POWER STATION UPDATED S AF'ETY AN_ALYSIS REPORT ~ FIGURE 2.5-151 NOTE: LOG OF BORING E-7 - SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 2 of 2)
LABORATORY TEST DATA 0 ATTERBERG LIMITS SHEAR STRENGTH "'O:z.... ... ..~O~.t~~ G-I TRIAXIAl. ..oc1(T
- >", ~t_
",en ..
~c;>"FINf:O
",0 'I.ASTle hASTlCITV COMPftESSlON PRESSION 1IIt:T~TtIt
~z oZ Go SURFACE ELEVATION 675.1 LIMIT INDEX
'"0: !i:.!i.
til.:, i1 !,:, As. icl .:.
.!I!.
dl ,:, 00
- EO 0 680 SYMBOLS* DESCRIPTIONS SILTY CLAY WITH SOME FINE ROOTS (MEDIUM 24 27 ST I FF TO ST I FF) 670 GRAD I NG MO 1ST GRAD I NG SANOY SILTY FINE TO MEDIUM SAND (OENSE)
GRADING WITH LESS *SILT 660 GRAD I NG WITH SOME COARSER SAND INE TO COARSE SAND WITH SOME SILT AND TO COARSE GRAVEL (DENSE) 650 FINE TO MEOIUM SANOY CLAY WITH OCCASIONAL FINE GRAVEL (VERY STIFF) BORING COMPLETED ON 8-22-73. NO CASING USED. 640 GROUNDWATER LEVEL RECORDED AT 11.0
.... FEET ON 8-22-73 * ~
l(
~
~ <::) i:: ~ BORING G-2 ltJ SURFACE ELEVATION 692.3 l;:: 700 SYMBOLS DESCRIPTIONS 690 CLAYEY SILT WITH SOME FINE ROOTS (STIFF) GRADING MO 1ST
- GRAD I NG MORE CLAYEY 680 f.1 AVFY FINE SAND WITH SOME S*ILT (MEDIUM STIFF)
(iRAfl!!I(: 5T IJ:'FER GRAD I NG WITH MORE MED I UM TO COARSE SAND CLAYEY FINE TO COARSE SAND *WITH SOME FINE 670 GRAVEL (VERY DENSE) GRAOING LESS CLAYEY GRAOING WITH MORE MEOIUM SIZE GRAVEL SILTY FINE TO COARSE SAND (DENSE) GRAOING MORE CLAYEY WITH OCCASIONAL GRAVEL 660~-+---+---+---r--+---~--~--~--~ BOR ING COMPLETEO AT 30.0 FEET ON 8-22-73. NO CAS ING USED. GROUNDWATER LEVEL RECOROEO AT 650----------------~------~----~ 11.0 FEET ON 8-22-73. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-152 LOG OF BORINGS G-1 AND G-2
LABORATORY TEST DATA 0 ATTERBERG (I)'" LIMITS SHEAR STRENGTH >- , ,,sORING,G-3 O::z (I)'" wO PLASTIC PLASTICIT TRIAXIAL I2'o~CONf'INEO
~~~~!TU
>-'=-
O::(I)u COMPRESSION MPRESSION 13
~z OZa.
0:: LINIT
'1' ...
INDEX
~
b1 ;:;, "'- "'- d1 ,:, 00 0 SURFACE ELEVATION 723.2
~'!I C1 .:.
730
- 0;0
~
~
1.\ SYMBOLS DESCRIPTIONS
~I BROWN SANDY CLAY WITH SOME FINE TO MEDIUM 720. GRAVEL (STIFF)
GRADING WITH LENSES OF FINE TO MED IUM SAND 710 GRADES GRAY CL
~ GRAD I NG LESS SANDY AND MORE S I L TY 700
~ GRADING MORE CLAYEY, GRAY CLAY (STIFF)
SOME ORGAN I C DARK
~ i...--
690 BOR ING COMPLETED AT 30.0 FEET ON 8-22-73. NO CAS I NG USED. GROUNDWATER LEVEL RECORDED AT 20.5 FEET ON 8-22-73. I... 680
~
l(
~ ~
~ ...... BORING G-4 01 ~ 13 SURFACE ELEVATION 725.6 lI..J ~ ~ 730 ~
~ SYMBOLS DESCRIPTIONS BROWN CLAYEY SILT WITH SlME FINE ROOTS (ST I FF)
ORAD I NG SANOY 720 ML
~ f-=-
BROWN SANDY CLAY WITH SOME FINE TO MED I UM GRAVEL (ST I FF) 710 ~ CL GRAD ING MORE SANDv
~ GRADES DARK GRAY MEDIUM GRAVEL GRADES OUT 700
~~ "'"'(STIFF)
"" m ~ "" "'" """'"
CEMENT 690 BORING COMPLETED AT 30.0 FEET ON 8-22-73. NO CASING USED. GROUNDWATER LEVEL RECORDED AT 13.5 FEET ON 8-22-73. 680 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT I FIGURE 2.5-153 LOG OF BORINGS G-3 AND G-4
LABORATORY TEST DATA BORING G-5 0'" ATTE~~T~RG SHEAR STRENGTH SURFACE ELEVATION 7Z9.:3
~~~
.,0:,., ~~
>-t_ ~
"'\oJ g
.. .. "'U TfUAXIAI. ~~OHFIN[O P'OC_U
'LASTIC Pl. ...STlc.,..,
~~~
COM""ESS!OM PM..... Nf,YMHlltt"
~~ oz ...
tel! LIW,T INOEX ~ I[;.!.i. O:iil fil"':f t;, ::*
.h til .:.
00
- 10<.) 0
~
730 SYMBOLS DESCRIPTIONS 181 DAR~M~~~~~ mr;lCLAY WITH SOME FINE RDOT~ 26 23 C8l CL GRAD I NG MORE CLAYEY 720 GRADING WITH OCCASIONAL MED IUM GRAVEL f--
~ LIGHT BROWN AND GRAY CLAYEY FINE TO MEDIUM SAND GC AND GRAVEL (MEDIUM DENSE)
GRADING WITH LESS.FINE SAND 710 ~ GRAD I NG MORE CLAYEY BROWN AND GRAY FINE SANOY CLAY (MEDIUM STIFF TO STI FF)
~ CL GRAD I NG GRAY AND ST I FFER GRAD I NG DARKER GRAY WITH OCCAS 10NAL 700 ~ FINE GRAVEL (STIFF TO VERY STIFF)
GRAOING MORE SANDY BOR ING COMPLETED AT 30.0 FEET ON 8-17-73. 690 NO CAS ING USED. GROUNDWATER LEVEL RECORDED AT 9.5 FEET ON 8-17-73. I....
~
l(
~ ~
~ BORING G-6 i::: ~ 13..... SURFACE ELEVATION 677.8 IIJ ~ ~ 680 ~ SYMBOLS DESCRIPTIONS
~ BRCWN CLAYEY SILT WITH SOME FH'E ROOTS (ST IFF)
~ GRAD I NG SANOY BROWN FINE MED IUM SAND WITH SOME CLAY 670 (MEDIUM DENSE TO DENSE)
[8J GRADI~G WITH SOME FINE TO MEDIUM GRAVEL
- I~c SA 18.2 11.6 GRADING WITH LESS GRAVEL AND MORE SILT 660 SA 16.0
[8J GRADING WITH MORE COARSE GRAVEL (DENSE) 650 f-- GRAY CLAYEY SILT WITH SOME FINE TO MEDIUM SAND
~ AND GRAVEL (VERY ST I FF) 640 BORING COMPLETED AT 30.0 FEET ON 8-21-73.
NO CASING USED. GROUNDWATER LEVEL RECORDED AT 13.5 FEET ON 8-21-73. 630 CLINTON POWER STATION i UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-154 LOG OF BORINGS G-5 AND G-6
LABORATORY TEST DATA 0 1 ",0: ATTERBERG LIMITS SHEAR STRENGTH
-rR,,l.XIAL l'5c.:u tii I-I-to
~~-". ~, . -" -_. BOR'INe-*G**-1
~':.(;ONFINED
..,0 0:"
PLASTiC P'l,.ASTICliI' COMPRESSION WPRESSIQN H(tllOflltTtIll
!!!Z oz ...
1-l1. LIMIT LNOIEX
~ "'- 00 Ibl ~* Ic1 .!,
~
tdl l:l SURFACE ELEVATION 682.0 0 0: dl ,!, '~f :EO 690
~
~
~ SYMBOLS DESCRIPTIONS 680 ML BRCWN CLAYEY SILT WITH SO~E Rr0T~ (STIFF)
~ GRAD I NG SANDY SM
--=-
REDDISH-BROWN SILTY FINE TO COARSE SAND WITH
~ o 00 00 0 SOME FINE TO MEDIUM GRAVEL (DENSE)
BROWN 1'1 NE TO COARSE SAND WITH SOME S I L T AND 670 ° 000
° GRAVEL (DENSE)
~
000 13.3 000 0 o:~ :0 [gJ 0 sw GRADING WITH MORE GRAVEL AND S IL T o:o~o:oo SM 660 GRAD I NG GRAY (VERY DENS E) [gJ o:~ :0 SA [gJ 0: ~ :0 650 BOR ING COMPLETED AT 30.0 FEET ON 8-21-73. NO CASING USED. GROUNDWATER LEVEL RECORDED AT 14.5 ...... 640 FEET ON 8-21*73. lI,J ~ ~
~
<;:)
~ BORING G-8 lI,J
~ 700 l:l SURFACE ELEVATION 691.9
~
~
~ SYMBOLS DESCRIPTIONS 690 BROWN 5 I L TY CLAY WITH 50ME FINE ROOTS (5T IFF) 27 30
~ CH
[gJ GRAD I NG SANOY 680 BROWN SILTY FINE TO COARSE SAND WITH SOME
~ FINE GRAVEL (DENSE)
~ SM GRADING GRAY (VERY DENSE) 670 rgJ f-- GRAY CLAYEY SILT (VERY STIFF)
~ """--
660 BOR ING COMPLETED AT 30.0 FEET ON 8-21-73. NO CASING USED. GROUNDWATER LEVEL RECOROEO AT 10.0 650 FEET ON 8-21-73. CLINTON POWER STATION I UPDATED SAf'ETY ANALYSIS REPORT FIGURE 2.5-155 LOG OF BORINGS G-7 AND G-8
LABORATORY TEST DATA
"'w 0
ATTERBERG SHEAR STRENGTH >- BORING, G-g
,..'=-
IMITS
",0:
..,0 ",,,,u SURFACE ELEVATION 724,9
...0: ~
PLASTielT'l oz"
~"'ASTlc.
... 0. LIMIT INDEX o'"
730 ~
~ SYMBOLS DESCRIPTIONS BROWN S I L TY CLAY WITH SOME ReOTS (ST I FF) 720 CL GRAD I NG !'ORE S I L TY ML
- REDDISH-BROWN SILTY FINE TO COARSE SAND WITH 7/0 FINE TO MEDIUM GRAVEL (VERY DENSE)
GRADING LESS SANDY SM GRAD I NG !'ORE SANOY GRAD I NG DARK GRAY ISH-BROWN GRADING GRAY AND !'ORE SILTY 700 ....--- ML DARK GRAY CLAYEY SILT WITH FINE TO COARSE SAND _ ANDG~mN~I~~T~R~~~~ ~mFF TC VERY STIFF) 690 BORING COMPLETED AT 30.0 FEET ON 8-20-73. NO CASING USED. GROUNDWATER LEVEL RECORDED AT
...... 14.5 FEET ON 8-20-73
- 680
~ I( ~ ~ C:l i::: BORING G-IO ~ lI.i ~ SURFACE ELEVATION 727,2 ~ it::J! 730
~ SYMBOLS DESCRIPTIONS
~!IEIMOT!~ED FINE BROWN AND"GRAY SILTY CLit'l WITH SOME SANO (STIFF)
IV! " ORANGE-BROWN SILTY SAND WITH CCCASIONAL FINE 720 ICli SM 6~N~~~IUM GRAVEL AND SO~IE CLAY (MEDIUM
~ t---
mI-:'~:--=- REDDISH.BROWN SAND WITH SOME GRAVEL AND SILT (MEDIUM DENSE TO DENSE) 710 IV! GRAY CLAYEY SILT WITH OCCASIONAL FINE GRAVEL ICli [8l ',' f( c:
! ~
(STIFF TO VERY STIFF) GRAY CLAYEY GRAVEL WITH SOME SAND (DENSE) GRADING DENSER WITH !'ORE FINE TO MEDIUM IO' W. 17'" g~:mG
~
WITH LESS GRAVEL 700 IV! ~- GRAY CLAYEY SILT WITH SOME SAND AND OCCASIONAL ICli FINE GRAVEL (STIFF) _ DARK GRAY PEAT GRAY CLAYEY SILT WITH SOME SAND AND GRAVEL 690 BORING COMPLETED AT 30.0 FEET ON 8-17-73. NO CASING USED. GROUNDWATER LEVEL RECORDED AT 7.0 FEET ON 8-17-73. CLINTON POWER STATIO N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-156 LOG OF-BORINGS G-9 AND G-10
LABORATORY TEST DATA BORING G-II ATTERBERG 0
",w LIMITS SHE AR STRENGTH
~~ >-
...... :Ow >t:_
",0: HIlA)(!AI..
<<en ..
13 SURFACE ELEVATION 675.3
~eONf'INED I'O(;II(.T wO
.... .... ~~
PLASTIC COWPRES$IOH MPRESSION HlT.,..IETlIl PLASTlCIT1 oz ..
... 0. UM.T lNOEX
!i.:.!i. 00 0: ~":f Ii1 ;:, le1 ,:, tal .:, lEU 0
~
680 ~
~ SYMBOLS DESCRIPTIONS BROWN CLAYEY SILT WITH SOME ROOTS (MED IUM 670 ~ t.1 L STIFF)
GRAD I NG SANOY CL [gj ISM BROWN SILTY FINE TO COARSE SAND WITH SOME FINE TO MEDIUM GRAVEL AND SOME CLAY (DENSE) SA NONPLAST IC
~ ~ GRADING MORE GRAVELLY AND LESS SILTY 660 °0 0
0
~
BROWN FINE TO COARSE SAND WITH SOME S I L T AND GRAVEL (DENSE) GRAY SILTY FINE TO MEDIUM SAND WITH SOME CLAY
~ AND OCCASIONAL FINE GRAVEL (VERY DENSE) 650 [gj SM GRAD I NG MORE SANOY GRADING WITH I'llRE FINE TO MEDIUM GRAVEL
~
BOR ING COMPLETED AT 30.0 FEET 640 ON 8-21-73.
.... NO CAS ING USED.
GROUNDWATER LEVEL RECORDED AT 7.0 FEET ON 8-21-73.
~
l( ~ ~ <:) i::: BORING G-12 ~ 13 SURFACE ELEVATION 685.1 ~ it ~ 690 ~
~ SYMBOLS DESCRIPTIONS ML BROWN CLAYEY SILT (STIFF) 680 ~
~
)
BROWN SILTY FINE TO COARSE SAND WITH SOME
~ SM FINE TO MEDIUM GRAVEL (DENSE)
GRADING WITH SOME CLAY SA I---
~
LI GHT BROWN FINE TO COARSE SANO WITH SOME 670 SILT AND TRACE OF GRAVEL (DENSE) SA NONPLASTIC 17.8 SM
~ GRADING WITH LESS GRAVEL AND COARSE SAND I-- GRAY SILTY SAND WITH S.OME FINE TO MEDIUM 660 ~ GRAVEL (VERY DENSE)
SM GRADING I'llRE SILTY
~ ~
BOR ING COMPLETED AT 30.0 FEET ON 650 8-20-73
- NO CASING USED.
GROUNDWATER LEVEL RECORDED AT 17.5 FEET ON 8-20-73. 660 CLINTON POWER STATION UPDATED SA F'ETY A~AL YSIS REPORT If FIGURE 2.5-157 LOG OF BORINGS G-11 AND G-12
LABORATORY TEST DATA BORING G-13 OW
~~~
ATTERBERG LIMITS SHEAR STRENGTH "'I-O:z
,.. SURFACE ELEVATION 697.6
",0:" TRIAXIAL ::>", >-!::- ~
UNCONFINED .-oCr.U
.. 0:"
1-1-"
~~~
PLASTIC PLASTICITy COMPRESSION MPI'IESSION IITIIO"En:1It
£:.!i . ~z OZQ.
~
LIMIT INOEX 0. 00 O:;;j G1-'~1 h;J ;:, mJ," dl:T, ::E() 0 700 ~ SYMBOLS DESCRIPTIONS
~E BROWN CLAYEY SILT WITH *SOME ROOTS (MEDIUf1 ST I FF) 690 BROWN FINE TO COARSE SAND WITH SOME SILT AND SA NONPLAST I C ~ FINE GRAVEL (MED I UM DENS E)
GRADING WITH GRAVEL
~
680 SM GRAD I NG WITH LENSES OF CLAY
~
GRADING GRAY WITH MORE F I ~jE TO MEDIUM
~ GRAVEL (VERY DENSE) 670 GRAD I NG WITH MORE COARSE GRAVEL AND
~ SOME S I L T BORING COMPLETED AT 30.0 FEET ON 8-20-73.
660 NO CAS ING USED. GROUNDWATER LEVEL RECORDED AT
..... 18.5 FEET ON 8-20-73 * ~
l(
~ ~
(;:) BORING G-14 i:: SURFACE ELEVATION 715.0 ~ ~ lI..J 720 ~ ~ ~ SYMBOLS OESCRIPTIONS rgJ ML LIGHT 8RGI,:J CLAYEY SILT (STIFF) 710 GRADING REDDISH-SROW~I WITH SOME FINE SAND I--
~ r.EDDISH-SROWN CLAYEY SAND WITH SOME FINE TO MEDIUM GRAVEL (MEDIUM DHJSE TO DENSE)
SC GRA~ ING MORE SANOY WITH MORE GRAVEL
~
700 ISC'SM REDDISH-BROWN CLAYEY SAND WITH SILT AND
~ GRAVEL (MEDIUM DENSE TO DENSE)
G"AD ING DENSER GRAY CLAYEY SILT WITH SOME ORGAN I C CONTENT l2?J ML (STIFF) GRADING WITH MORE ORGANIC MATTER AND 690 SOME PEAT (STIFF) SC GRAYISH-BLUE SANDY CLAY (STIFF TO VERY ST IFF) GRADING WITH OCCASIONAL FINE TO
~ 11ED IUM GRAVEL BOR ING COMPLETED AT 30.0 FEET ON 680 8-17-73.
NO CAS ING USED. GROUNDWATER LEVEL RECORDED AT 11.0 FEET ON 8-17-73. 670 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REP{)RT FIGURE 2:5-158 LOG OF BORINGS G-13 AND G-14
LABORATORY TEST DATA BORING G-15 cn8~ ATTERBERG LIMITS SHEAR STRENGTH "'O:z
.... ,. ~ SURFACE ELEVATION 669.6 t;;~i =>", ,.'=: ....
TRIAXIAL ~CONFINED P'OGII[T CO"PRESSION a:<II U
~~~ .~
'LA.STIC PLASTICIT'i MPft!SSION MlTIIOM£ftllt m.....,!,
1.1N.T INDEX ~z oz ... 0:..J w
!L:.!i.
tal ,!, 1b1 ::, rcnJ." 00
'"a ~
610
- 1;0 SYMBOLS DESCRIPTIONS 0
DARK GRAY SILTY CLAY (MEDIII~I ST I FF) CL SA 13 " I-- 660 17
~ BROWN SILTY FINE TO COARSE SAN~ WITH SOME GRAVEL (MED IUM DENSE) 0 GRADING WITH LENSES OF GRAY S IL TY CLAY SC GRADING WITH CLAY 650 0 GRADING WITH LESS GRAVEL GRAD ING WITH COARSER SAND 0 ~
640 0 GRAY SILTY FINE TO COARSE SAND WITH SOME FINE TO MEDIUM SIZE GRAVEL (VERY DENSE) l-BORING COMPLETED AT 30.0 FEET ON 8-21-73. ..... 630 NO CASING USED. GROUNDWATER LEVEL RECORDED AT ~ l( 9.5 FEET ON 8-21-73. ~ ~ C) ..... BORING G-16 ~ ~ SURFACE ELEVATION 678.1 lj 680
~
~
~ SYMBOLS DESCRIPTIONS 01~ '1 ML BROWN SILT WITH SO~IE ORCMII tS. TRACE OF FINE SAND A~D CLAY (TOPSOIL)
BROWN SILT i'ITH CLAY AND TRACE OF FINE SAND 670 SA 9.4 7.5 I) ..... :::m: (STIFF) BROWN FINE TO MEDIUM SAND WITH SOME SILT AND 0 000 SP GRAVEL BROWN FINE TO MEDIUM SAND WITH SOME GRAVEL AND 9.7 I> °0°°0°°0 . L - . - 0.$1°0 TRACE OF SILT Ix a oOQ BROWN FINE TO COARSE SAND WlTH SOME SILT AND 9.8 660 SA o o 0 0 GRAVEL 0 0 °0 GRADES WITH LESS GRAVEL
- o:o~o:o SM GRADES WITH MoRE FINE SAND AND SILT GRADES WITH LESS SILT
- 00 9.7 0°:: :. GRADES WITH LENSES OF FINE AND MED IUM 650 SA 9.4 IX I) 0 00 0
SAND ML GRAYISH-BROWN SILT WITH SOME CLAY. FINE SAND AND GRAVEL BOR I NG COMPLETED AT 30.0 FEET ON 640 9-19-73. NO CASING USED. GROUNDWATER LEVEL RECORDED AT II.S FEET ON 9-19-73. I CLINTON POWER STATIO N I UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-159 LOG OF BORINGS G-15 AND G-16
LABORATORY TEST DATA
*BORING G-17 w ATTER8ERG ....... ,.
~ SHEAR STRENGTH 13 II> LIMITS "'z SlIRFACE ELEVATION 677.4
- x
"' .... >-t:_
TRIAXIAL 3: ~~CONf'INED N[~!Tt~ * ...:1
"'II>
...a w PLASTIC COMPRESSION PLASTICI'" MP1I:ESSION
!!z U II>
oJ w LINIT INOEX I!i.::.!i. Iol.!r til ::, tel ,!, td1 00 OZ"-
~
680
- lOU
~ SYMBOLS DESCRIPTIONS
~
~
LIGHT BROWN SILT WITH TRACE OF CLAy, FINE SANO AND ORGAN ICS (lopso IL) 67'0 ~ BROWN SILT WITH TRACE OF CLAY AND SOME FINE SANO (ST I FF) 8M BROWN FINE TO COARSE SAND WITH SILT AND SOME FINE GRAVEL r--- SA GRADES WITH LESS SILT 8.3 °oo~ooo SA 13.4 IX ' BROWN FINE TO COARSE SAND WITH GRAVEL ANO TRAC E 0 F S I L T 660 IX °°0°0°°
' .. sw 0° 0 °0 SA 4.9 °0°0° SA IX °°0°0°° GRADES WITH t-().RE GRAVEL 8.3 650 IX o:g:o BORING COMPLETED AT 30.0 FEET ON 9-6-73.
.... 640 NO CAS ING USED. l!j GROUNDWATER LEVEL RECORDED AT 9.6 FEET ON 9-7-73. I.( ~ ~ C) .... BORING G-IS ~ ~ 13.... SlIRFACE ELEVATION 677.8 ~ ~ 680 ~ SYMBOLS DESCRIPTIONS f2'J ~ DARK BROWN SILT WITH SOME ORGAI'ICS, TRACE OF CLAY AND FINE SAND (TOPSOIL) BROWN SILT WITH TRACE OF CLAY ANO FINE SAND 67'0 0< r--::=- (STIFF) BROWN CLAYEY SILT WITH FINE TO COARSE SAND AND r---:=- OCCASIONAL FINE GRAVEL (STIFF) 10.4 IX BROWN FI~E TO COARSE SAND WITH SILT AND GRAVEL 660 SA IX SM GRADES WITH MORE MEDIUM TO COARSE SAND B.5 G1'lADES WITH t-()RE COARSE SAND AND L ES S IX SILT
~n GRAY FINE TO COARSE SAND WITH SOME S I L T AND SA GRAVEL 650 9.9 BaR I NG COMPLETED AT 30.0 FEET ON 9-19-73.
NO CASING USED. 640 GROUNDWATER LEVEL RECORDED AT
" .0 FEET ON 9-19-73.
CLINT 0 N POWER STATION. UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-160 LOG OF BORINGS G-17 AND G-1B
LABORATORY TEST DATA c'" ATTERBERG SHEAR STRENGTH Cf)~ffi LIMITS ~~ .>- 1-",:1: "'", ,..~- BO~ING' 'G'::19 TRtAXU.1.. ~~NFINED ..ocKU
- z~~
.... m;t ~~
PLASTIC COMPRE$$.IOH "'CI>U p\.f:~t~n PA($$ION NlT~TlII cz ...
... ".""w LINIT 00
'" I::...
~
",oJ I'il,!, lol.":' Icl ,:, :lEO c SURFACE ELEVATION 682.6 690
\
~ SYMBOLS DESCRIPTIONS 680 ~
BROWN SILT WITH SOME ORGANICS AND TRACE OF
~ ML CLAY AND FINE SAND (TOPSOIL)
BROWN SILT WITH SOME CLAY AlID TRACE OF FINE SA 7.1 r-- SANO (STIFF)
~
~
GRAOES WITH t-I)RE FINE SANO DARK BROWN S I LTY SAND WHH SOME CLAY 670 SA BROW~ FINE TO COARSE SAND WITH SOME GRAVEL AND SILT SA 7.3 SM GRADES VIITH MORE FINE SAND SA 9.9 GRADES WITH LESS FINE SAND 660 rsM" COARSE GRAVEL GRADES OUT GRAY FINE TO COARSE SAND WITH SILT AND SOME
~ I---
ML FINE GRAVEL GRAY AND BROWN LAYERED SILT WITH SEAMS OF SAND ANO FINE GRAVEL AND TRACE OF ORGANICS
~ ~ (MED I UM ST I FF)
LIGHT GRAY SANDY SILT WITH SOME GRAVEL. 650 (MEDIUM STIFF) BORING COMPLETED AT 30.0 FEET ON I.... 9-19-73. NO CAS ING USED.
~ 640 GROUNDWATER LEVEL RECORDED AT 16.0 FEET ON 9-19-73.
I( ....~ ~ <::l I.... ~ BORING G-20 ltJ SURFACE ELEVATION 668.9
~
~ ~
~
670 ~ SYMBOLS DESCRIPTIONS
~~
BLACK CLAY WITH SILT ANo.TRACE OF FINE SAND AND ORGAN ICS (TOPSO 1L) DARK GRAY TO BLACK CLAY WITH SILT. TRACE OF 660 ~ CL FINE SAND AND SOME ORGANICS (VERY STIFF) GRADES LESS ST IFF BROWN FINE TO COARSE SAND WITH SOME SILT.
~
SA 11.9 GRAVEL AND TRACE OF CLAY GRADES WITH SOME SEAMS OF CLAYEY SILT SM AND CLAY EY SAND SA 9.5 GRADES WITH LESS SILT 650 t-- GRAY SILTY FINE TO COARSE SAND WITH SOME SA
~ --
SM GRAVEL, TRACE OF CLAY AND SOME SEAMS AND AND LAYERS OF S I L T t-- GRAY SANOY SILT WITH SOME FINE GRAVEL AND 640 ML TRACE OF CLAY GRADES WITH SEAMS OF FINE SAND BOR ING COMPLETED AT 30.0 FEET ON 9-20-73. NO CAS I NG USED. 630 GROUNDWATER LEVEL RECORDED AT 3.2 FEET ON 9-20-73. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-161 LOG OF BORINGS G-19 AND G-20
LABORATORY TEST DATA ATTERBERG SHEAR STRENGTH LIMITS )00. . . .
>'=-
a: III " cz .. BORING H-I c'" SURFACE ELEVATION 671.7 SYMBOLS DESCRIPTIONS 20UO 23. ~ 96 ~; I ML 6~KO~Rt'~~ m~kw41~"~(fME FINE SAND, CLAY AND 2
- ML TRACE OF ROOTS (TOPSO ILl I IJ.
I S'M DARK BROWN AND GRAY LAMINATED CLAYEY SILT AND
,__ SILTY FINE SAND WITH TRACE OF GRAVEL AND I~ ~.-~ ROOTS 4500+
9;1 135 19 * ];I ",n BROWN FINE TO COARSE SAND WITH TRACE OF SILT Top of Illilloioll Glocial Till . 8.3 137 ~ I GRA~L~~N!N6° G~~mE SANDY SILT WITH TRACE OF 4500+ 38 ];I GRADES WITH MORE CLAY m 4500+ 113
- GRADES WITH MORE FINE GRAVEL m BOULDER AT 30.0' 4500+ 5.9 144 105/S".
m ML 4500+ 7.6 139 139110". m
. 4500+ 9.3 136 60
- w 4500+ 7.8 138 102
- 4500+ 8.1 136 14" -LAYER GRAY FINE SAND AT 73.8' 149
- t......-
BORI,NG COMPLETED AT 76.5 FEET ON 10-30-73. CASING USED TO A DEPTH OF 5.0 FEET. ALLUV IAL WATER LEVEL NOT RECORDED. Cl..INTON POWER STATION UPDATED SAFETY A~AL YSIS REPORT FIGURE 2.5-162 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-1 EXPLANATION OF SYM80LS USED ON BORING LOGS.
LABORATORY TEST DATA J ATTERBERG (/\S~ LIMITS SHE AR STRENGTH
~~ >-
- ~i ..........
TRIAlClAL ~:mf'tNEO PilClI[l' PL.snc
... I:!
O:lIlu r:fu~ PLA$TlCIT COMPRESSION PRESSION NlfllOM£1'£1iI oz ..
~Z BORING H-2 m::, 1el_J: tdl:t LIMIT INOEX 0:...1 ~
~
OJ ,!, 00
- 10 0
~
680 SURFACE ELEVATION 670.9
~I:!
lt~
~~
q!~ SYMBOLS DESCRIPTIONS 67'0 1100 28.8 85 71 Top of Sail Cleek AlluvIum 1800 41 ML DARK cROWN CLAYEY SILT WITH ORGANICS AND SOME FINr SAND (TOPSOIL) (STIFF) 20 *.4 I: 300 91 II ~ ORANG ISH-BROWN .AND GRAY LAMINATED CLAYEY SILT 20.4 702 648 ~U 94 71 660 L
~~gF~INE SAND WITH SOME SILT AND ORGANICS GRAY FINE TO COARSE SAND WITll SOME FINE GRAVEL.
4500+ 8.3 139 98. ****. SM SILT AND ORGAN ICS GRAY COARSE SANV WITH OeCAS 10NAL FINE TO MED 111M
< AND AND FINE GRAVEL 650 4500+ HI Top of f//inoian Glacial n'/I GRAY FINE TO COARSE SANny SI1.T WITH GRAVEL,
...... TRACE OF CLAY AND OCCASIONAl. FINE SAND SE';MS
~
l( 4500+ 7.3 142 180/10"1 ML {HA~~lDES DARK GRAY 640 4500+ m GRADES ""ITti MORE CI AY
~
4500+ 10.2 132 20015"' ~ GRAY FINE TO COARSE SAND "'iTll FINE GRAVEL AND ['l-l2C- TRACE OF SILT
~ DARK GRAY FINE SANDY SILT WITH SOME GRAVEL,
~ TRACE OF CLAY AND OCCAS 10NAl FINE SAND SEAMS 4500+ m i::: 630 (HARD) r,~ADES v ITII !'ORE Cl.AY
~
12.8 7.3 4500+ 7.2 139 2051 ML ~
~ 620 4500+
ID 8.2 134 217. f--- rARK r,PAY FINE TO COARSE SANO ~;lT:: GRAVEL (VERY DENSE) SP 610 ID 4500+ 9.3 136 t--- DAR!( GRAY FltJF TO MEDlliM SfN~Y SILT Will! SOME 163. (I AY ANP FINE C,RAVFl AW ocrAe I' NAL FINE SAND SEAMS (HARD) 600 4500+ ID ML 4500+ 1691 BORING cOMPLETED AT 74.5 FEET ON lC-15*73. 590 (ASING USED TO A DEPTII OF 14.5 FEET. ALLUVIAL WATER lEVEL RECORDED AT 6.5 FEET. CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-163 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-2 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING H-3 SURFACE ELEVATION 674.1 SYMBOLS DeSCRIPTIONS ML ;f1f~ 51~A~';~8*Sf~'rV(f(';H SOME CLAY AND TRAcE OF 670r--+---+---;---+---r---+~L'L~UV~--~--; 8
- r--- FINE CAND (TOPSOIL) 2200 6
- ML MOT6?E~ 1~~A~~~~HA~~E6~r,~~~~r (~~~~ ~i i~F jRACE h..
o 6
- ORGAN I CS GRADE OUT lIJ 0 - GRADES TO BROWN
~ 660~-+---+---+--~--~--+---~--~--4 .o\~o' SW PROWN FINE TO COARSE SAND WITH GRAVEL (LOOSE) 5 iii
'0,' _ T~p of lIIinoion Glociol ml
~ ..... 12.2 134 22
- DARK GRAY FINE TO COARSE CANOY SILT \*nTH som CLAY MID GRAVEL (HAFD)
~ 650r--+---r--~--r-~--~~~--~--_; 70 * ~ 4~0+ i::: 4500+ ~ rn ML GRADES I*IITH MeRE GPAVeL AND LESS CLAY lIJ 640 1--1----+---+--+---+--+..,.-=-=--+---,-~,.,---I176/9". lj 45co+ 9. I 144 4500+ III 630~-+---+--~---+--~---+--~--~~---I 2OO/Id'l amID::::: LMP GRAY FINE SAN" WIT" :II.T (VERY ['J:NSE) 4500+ ,........-- DARK GRAY FINE TO COARSE SAN['Y Sil T WITH SOME 11.2 133 150 * .~ L GRAVEL ('!ARD) 620~~--~--~--~--~--~--~--~--~ PORING COMPLETrD AT ~O.O FEET ON 11-15-73. CASING U~EO.TO A DEPTH OF 14.0 FEE; ALLUVIAL WATER LEVEL RECORDED AT 7 **:, FEET. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-164 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-3 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA ATTERBERG cn~ffi
~E* . '>-::.:... -
SHEAR STRENGTH LIMITS >-
~~~
~~m a:...J PL.ASTIC LIMIT Yo PLASTICIT INOEX Yo ~
ra,"!f TRIAXIAL COMPRESSION I2'o~CONFIN£D
..PRESSION m~'I rc-,::;
N~~~~n:"
~Z 00
":OJ'"
ozQ.
'"0 !:? BORING H-4 w ~::; :10
~
680 a::: -I SlJRFACE ELEVATION 671.6
~~
Qj~
~>;1'80LS DESCRIPTIONS 670 Him~ DARK FROWN SILT WITH SOME CLAY AND ORGAN ICS 750 31.6 78 4 Top of Soli Creek Alluvium ML 500 31.5 90 2 DARK P.ROWN SILT WITH CLAY AND SOME FINE SANO ANO ORGAN ICS (MED IUM ST IFF)
~~f-- GRAY SILTY FINE TO COARSE SAND AND FINE GRAVEL 660 6 SW (LOOSE) tLie.
00'000 4500+ 9.9 135 25
- Top of Illinoian Glocial Till 650 4500+ 38 , GRAY FINE TO COllRSE SANDY SILT WITH CLAY AND SOME FINE GRAVEL (HARD) 4500+ ID GRADES WITH LESS CLAY AND MOR E FINE SAND 4500+ 8.4 138 117/6'"
640 4" COE8LE AT 31.5' 4500+ ID 4500+ 8.1 136 105/6'" 630 GRAOES WITH OCCASIONAL STR INGERS OF FINe SA NO ML 4500+ . m 4500+ 8.1 138 177;G" 620 "- 4500+ III GRADES WITH MDRE CLAY ~ l( 6/0 4500+ 9.2 135 93 , ~ 4500+ m ~ 8.0 138 (;:) 600 4500+ 113 * ~ 4500. III ~ "- BORING COMPLETED AT 75.5 FEET ON 11-14-73. ~ 590 CASING U<:ED TO "A DEPTH OF 10.0 FEET. ALLUV IAL WATER LEVEL RECORDED AT 4.4 FEET. ~ CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-165 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-4 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING H-5 SURFACE ELEVATION 672.6 SyltlBOLS DESCRIPTIONS 6~~__t-__- r__~r-__t-__~____r-v75m°-r~2~1.~7~~IO~O~ m 29.4 87 25.7 99 600~__ r-__~__-+__-+__~____~~~_2~5~.8-+~99~
~500 10.2 132
~~-+---+---+--4---+---+-4-50-0.4---1-~
4500+ 14.1 175/1"
- GRADES WITH t'ilRE SAfID 4500+ .,
~ 7.7 141 98/6"
- I;;)
i::: 6X> ~-1I---I--~-+--~--+--+---+---I o ML BOULDER AT 43.5' ~ I.I.J m GRADES WITH OCCASIONAL COBBLE ~ 620~~--~--~---+--~---+--~--~r-~ 4500+ 7.3 140 164/11". 4500+ ., 1 6/0~~----r---r-----~----+----r--~--~ 4500+ 3.6 136 101. 4500+ GRADES l'I1TH f'CRE SAtID AND GRAVEL 600~-+---+---+--~--+---+---~--~~ BORING COMPLETED AT 75.0 FEET ON ,,*j*73 CAS ING USED TO A DEPTH OF 5.0 rEET. ALLUV IAI. WATER I EVEl NOT RECORDED. CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.5-166 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-5 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA 0:<' ~ BORING H-6 ozo.
'"o a~ ::l.... . .n-SURFACE... ELEVATfON 672.3.
~~
~ ~ SYMBOLS DESCRIPTIONS 6?0~--4----4-----r---4--__+-____rl_0~0_O-+~2~5~.~44-_108~36~ 7 I ~ ML OARK BROVIN SILT WITH SAND AND ORGANICS (TOPSOIL]
~ Top of Soil Creek Alluvium
- 17. I 4 I ~ M.b.. DAR K BRO\'IN S IL T \11 TH TRACE OF FINE SAND AND
~ SM CLAY ( L O O S E )
- 1500 19.2 lOS ~ BRQ\4NISH*GRAY FINE SILTY SAND (VERY LOOSE)
- 2. II:::::: OL DARK BR0\1N ORGANIC SILT WITH ClAY 660~-4---4---4---+--4---~---+---+---4 9.9 132 roo:;
2.5 Irn~'TI'-"':"~
'-S'P"" DARK GRAY FINE TO ~IEDIUfl SAND WITH SOt'( SILT
~ GRA~:~~'BROWN I'INE TO COARSE SANDY GRAVEL VlITH 4500+ 6.5 138 68
- Top of Illinoian Glacial Till 65D~-+---+---+---+--4---~---+---+---4 GRAY FINE TO COARSE SANDY SILT '*IITH SOME CLAY
\4 500+ GRADES \<ITH GCCASIO'IAL LAYERS OF SAND OR GRAvEL i
'4500+
iii GRADES WITH GRAV El 640~-+---+--~--4---~--~--+---~~ I i i4500 ... I 1 ML 620 TX DY 4500+
\ 1 I
II 1 4500 ... 8.5 133 610 ~-+--~---+--------'----+--+--4 J il ....-+-----1GP:.Yl:~i_;::~,'~ SP .. -I~.'f :,.~.,'C WITH TRACE ~F 311...T 118 I GRAY: 1.'.£ T; "E~ifL,,'*~ S.\~IOY SILT WITH CLAY A~lG T~,\(E: ,'(:" -:\RSE S'\~i[" AtlC C;C'!\VEL (~ARCj ML CL GREENISH-BP.!]*.. it, SILTY (LAY "IITH FUIE TO 'OAPSE SMlD ArlD l'"iPAVEL i 4500 17.0 140 GRAYISH-RRf""I~; (L..\YEY SILT ~'ilTH TPACE OF rltiE 5?0~--~-------r--~---T----~,----r---+---~
- 1 1 ... ML SAt 0 14500+
GRAY CLAYEY SILT WITH SOl-'.E FINE TO COARSE SAND I AND GRAVEL ML 540~-+-------+--~------~---+---+---4 I :; i ,4500+ !I.~ 130 100/3"1';1 I," UYER SP.G\"', I'INE SMIO AT 138.9' I 530r--+--~--~--r-~~~~'+1---+ J __~__~ Ii i l
- f II ' Ii'li S20 L - - J ._ _---l.1__ i __-1-___
- J ._ _--L 50 O 4__ +--..L._-..I..__--.J
.1-1* ill II :
Ir-----------~~--~============~_ STATION FIGURE 2.5-167 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-6 (SHEET 1 of 3)
LABORATORY TEST DATA BORING H-6 CONT'O SYMBOLS DESCRIPTIONS 4500+ 2 I .8 109 45. GRADES BLUISH-GREEN AND WITH f'ORE CLAY 5/0 t--t---t---t--+--+--+--+--+---1 ML 2500 III I (VERY ST I FF) 500 !, -I I ,: Top of Pre - Illinoian Lacustrine Deposit 1'r":tt11---i 490 2500 20.2 36
- ill' !
GRAYISH-BRO\m SILT WITH SDI-1E FIIIE SAND AND LAYERS OF GRAY SANDY SILT
,i I:!
, "I Iii i 2500 m iii :i 480 III III 74 II!
470 I 460 3000 19. I III 158
- I I ML GRADES WITH LAYERS OF FINE SAND
! I I I I
...... I TX/DY lI..J , 4500 ill
- I
~ 450 I ~ ...... I
~
440 4000 18.9 112 42
- GRADES WITH STR I NGERS OF CLAYEY S I L T
-=
C) :',
~ 4500 10 :,: CO.BBLE AT 239.0' lI..J 430 1 ~
RES 4500+ 143 *
,~-;:::w f10TTLED BROWN AND GREENISH-GRAY CLAY AND GRAVEL
\~ITH SILT
~
I 420 t---i---~----~--_+----~--_+----~--~ 93% LIGHT GRAY ARG I LLACEOUS L 11-1ESTONE, IRREGULAR 100"10 G"A~E~g~~G SH~C~ :H~~6~ ST j~~i T~E6~i~~~ IONS
~ SL ICKENS IDEO SURFACES. WEATHERED GRADES CARBONACEOUS, DARK GRAY AT 255.0' 65% 100"1. FINE GRAY SILTY SANDSTONE, LIGHT GRAY, 410 MICACEOUS, SIDERITE NODULES, OCCASIONAL STRI'JGERS OF SILTSTONE, THINLY BEDDED LIGHT GFI,Y SANDY SILTSTONE, MICACEOUS IRRECt LAR BEDDED, OCCASIONAL ZONES OF SANDSTONE, STRINGERS OF SANDY SHALE 14% 100'l'.
400
~~t---1LIGHT GRAY MASSIVE SANDY SILTSTONE, MICACEOUS 72% 100"10 390 100% lOO'l'.
I - rDADES LESS SAND 380 ! 100% 100'l'.
- TH I N BROWN SANDSTONE LENSES, FROM 294.5' TO 303. I' IRREGULAR SPACED 100% 100"1.
37'0 r--- GRADES SHALEY
-100% 100%
360 .- CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-167 LOG OF BORING H-6 (SHEET 2 of 3)
LABORATORY TEST DATA BORING H-6 CONT'D ATTERS ERG Vle~ LIMITS SHEAR STRENGTH
~~
~~i ..........
=> ...
TRIAIOI.L
~~CONf'INED Pl .... STlC ~N~~~~n ..
~~~
PLASTICITY COMPRESSION t.lPftES$ION L.t.I'T INO£X ~Z a:;;:l tal.!, tbl
~
~'I fe,J:"" ~:t 00
- =;0 SYMBOLS DeSCRIPTIONS
.360 ROD I----
GRADES LESS SHALEY 96% I00,..
.350 GRADES SHALEY I---
GRAY SILTY SHALE, MICACEOUS, SLIGHTLY CARBONACEOUS 95% I00%
- h. .340 S I L T GRADES OUT r---
~ l( GRADES CARBONACEOUS 92% 98% ~ .3.30 I--- BLArK 50FT SHALE. CARBONACEOUS ~ m~~I~~~~/~!mREOUS BANOS 345.0' C) 66% I00% TO 346.0'
- h. .320 GRAY SHALE, OCCAS 10NAL SIDER I TE NODULES,
~ - PYR I TE I NCLUS IONS ~ 24 % 98% ~ .310 r-- BLACK CDAL, PYRITIC. VITREOUS LUSTRE (NO. 7l GRAY SDFT SHALE (UNDERCLAY) SL ICKENS IDEO 55% I00% SURFACES
.300 BUFF-GRAY ARGILLACEOUS LIMESTONE, SILTY SHALE
........'-_.....1 SEAMS, FRACTURES 290 BORING COMPLETED AT 374.5 FEET ON 10-4-73.
CASING USED TO A DEPTH OF 10.0 FEET. ALLUV IAL WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-167 LOG OF BORING H-6 (SHEET 3 of 3)
LABORATORY TEST DATA OW ATTERBERG SHEAR STRENGTH >-
~~~ LIMITS ~~
=>,., >-t_ I:! BORING H~t
<fIa:~ TRIAXIAL ~~CONFINED H~~!iTtIl a:<fI"
~~~
PLASTIC P\..ASTICIT'f COMPRESSION NPRESSION LIMIT INDEX ~Z OZ ..
~
a:..J
£:.!i
~-.!, io1 ~, Iel P~f ra, ,:,
00 2°
\oJ 0
~n~ SURFACE ELEVATION 673.5 680 t~
<:)::at Qj~ SYMBOLS DESCRIPTIONS 750
~
31.8 79 BLACK SILT WITH ORGANICS (TOPSOIL) 670 5 I Top of Soft Creek AffuvitJm 500 5 I
~ DARK BROWN SILT WITH ORGANICS AND TRACE OF CLAY MOTTLED BROWN AND GRAY SILTY FINE SAND WITH
- 20. I III 2 TRACE OF CLAY (VERY LOOSE)
SM GRADES WITH MED I UM SAND 660 4500+ 20 I
- .1,,:' .f--
GRAY FINE TO COARSE GRAVEL AND SAND
- ~
Top of Iffinoian Gfaciaf TtYf 4500+ m GRAY FINE TO COARSE SANDY SILT WITH SOME FINE GRAVEL (HARD) ..... 650 ,4500+ 7.6 142 169
- GRADES WITH STRINGERS OF FINE SAND
~ ~ rn ~ 640 ..... 4500+ 7.6 141 16519"' ~ 4500+ m <;:) h: 630 4500+ 162/8'" ML 9.9 134 ~ ~ 4500+ m l;j 620 4500+ 8.4 139 142
- GRADES ~IITH r.OA~SE GRAVEL 4500+ m 610 4500+ 9.9 135 114
- I 4500 III (;r:.:'LI[~ '.-'IT:' ,'lORE CLAY 600 4500 94
- PORING r.o~IPLETEO AT 75.0 FEET ON 11.16*73.
CASING USED TO A OEPTH OF 10.0 FEET. ALLUVIAL WATER LEVEL RECORDED AT 7.3 FEET. 590 CLINTON POWER STATION > UPDATED SAFETY AN~LYSIS REPORT FIGURE 2.5-168 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-7
LABORATORY TEST DATA cne! ATU::\-~RG SHEAR STRENGTH bit-
"'z
~
,.t: .. ~ SORING H 0:.8.
t;~i
!!~ ..
TRIAXIAL =r'f'IHED ~.[f
....,:. ~
a :: P\.A.TIC PLASTICI" CQtllHI[SI.oN f'MSSiQN ""tJlOMl1'l:tI "'., oz ...u
~~~
LIMIT INO(. (L;.!i. h. 00 SURFACE ELEVATION 673.8
"'cl rat-':f i1 ~f Cl .!t :J1 :2(,) 0 680 ~
~ ~
QI ~ SYMBOLS DESCRIPTIONS 670 1500 1350 31.3 28.9 89 96 11 7 ** Top of Salt Creek Alluvium
~ OARKORGANICSBROWN SILT WITH FINE SAND.
(TOPSOIL) (STIFF) SOME CLAY AND ..... ~ !-'OTTLED BROWN AND GRAY SILT WITH CLAY TRACE TXt 33.0 90 4 OF FINE SAND AND OCCASIONAL ORGANICS cuI ~ SOME SILT (LOOSE) ~ !-'OTTLED BROWN AND GRAY FINE TO MEDIUM SAND WITH
- ~ Ii~
pp I( 660 II GRAY FINE TO COARSE GRAVEL WITH FINE TO COARSE 21.1 114 10 SAND AND SOME COBBLES (LOOSE)
~
ORANGISH*BROWN FINE TO COARSE SAND WITH FINE ~
'.. 1.::.
'18 GRAVEL AND SOME S I L T
't~ GRAY FINE TO COARSE SAND WITH FINE TO COARSE 650 GRAVEL
~ GRAY FINE TO MEOIUM SAND WITH OCCASIONAL COARSE
<:) 11.4 133 103 SAND AND FINE GRAVEL
~ 4500+ m Top of IIIinaitNI Glacial Till
§ GRAY FINE TO COARSE SANDY SILT WITH SOME "FDIUM TO COARSE GRAVEL. TRACE OF CLAY AND
~ 640 4500+ 9.6 133 160/6"11 OCCAS 10NAL FINE SAND ~EAW 3" LAYER OF GRAVEL AT ~6. 7'
~ 4500+
ML GRADES .*ITH OCCASIONAL THIN LAYER OF GRAVEL m 14" LAYER OF fiNE TO COARSE SAND AND GRAVEL AT 37.0' 630 4500+ 29019"' GRADES .' I Til OCCAS 10NAL COBPLE m GRAOES WITH !-'ORE CLAY 620 FORING COMPLETED AT 50.5 FEET ON 10-12-73. CASING USED TO A DEPTH OF 19.0 FEET IILLUV IAL WATER LEVEL RECORDED AT 6. I FEET. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-169 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-8 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING H-9 SlIRFACE ELEVATION 731.1 SYMBOLS DESCRIPTIONS BROWN Sill WITH ORGANiCS (1(j~sol() 3962 216 4500 4500 22.0 93 13. 18.
~ BROWN WITH BLACK STAINING SILT WITH TRACE Of 17.8 119 ML fiNE SAND, CLAY AND ORGAN ICS (WEATHERED LOESS)
- 21. I----
720~~--~--~---+---r---4--~~~*~~ Top of /ffst:a/$man GIoiiot Tiff 5076* 907 ~500 11.0 127 39. BROWN OLAYEYSILT WITH SOME fiNE TO MEDIUM SAND, GRAVEL A.ND OCCASIONAL BROWN fiNE ... SAND LAYER (HARD) GRADES TO *GRAY ~~ nO~~--~--r__+--+---+---~-+--4 ML
~ J~~CU 2000 14.8 120 13. , 700~~---+---+---r--+---~--~--~--~
~ 2000 20.7 107 12. ~ ~ 3000 12. ~ 690 1--.+--+--1--+--1--'---1-":":"':'+-+--1 t--- GREENISH-GRAY CLAYEY SILT WITH FINE TO 11..1 TX/DY 2000 16. ML COARSE SAND AND GRAVEL (ST IFf) ~ t - - - Top of IIIlnolan Ii/aclal T,7I 680 t-__t-__-t____t-__~--/-t__--+_-4~50-0~~ll~.~5~13~5~ 154. GRAY FINE TO COARSE SI\~DY SILT WITH TRACE Of CLAY AND SOME FINE GRAVEL (HARD) 4500 7.6 143 153. GRADES WITH LESS MEDIUM TO COARSE SAND 4500 m GRADES WITH COARSE GRAVEL 670r-~--1_--r__+--+---+---~-4--~ 12.2 130 ML 14" LAYER OF GRAY FINE TO MEDIUM SAND AT 63.9' 4500 m 660t--r--4---+--+--1_--+---+--4---l TX/CU 4500 10.8 133 Ipp 108. m BORING COMPLETED AT 80.0 FEET ON
*SATURATED 10-22-73.
CASING USED TO A DEPTH OF 5.0 FEET. ALLUV IAL WATER LEVEL NGT RECORDED. CLINTON POWER STATION UPDATED SAF"ETY ANALYSIS REPORT FIGURE 2.5-170 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-9 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA 0 ATn~l'r'~RG SHEAR STRENGTH ~~
... ~t_
~
t! TIIIII&I"£10
",0 PLASTIC P\.ASTICI'M CoC)MPIIIIUIION ~IN£.D
~~~Tt. ;~ ", . . U BORIKle----rr:.--ro
.... 11. OZQ,
'"'" '"0 LIM" 11110(1 fi:.!i
~
m",!, ~~ m~ a~~13 00 680 ~! 2 0 S(JRFACE ELEVATION 672.2
~~
~ ~ SYMBOLS DESCRIPTIONS 750 670 21.9 98 5 1m C~.1r f: :::::~
Top of Salt Alluvium a ML DARK BROWN CLAYEY SILT WITH ORGANICS AND TRACE OF FINE SAND AND GRAVEL (TOPSOIL) (SOFT) 21.2 101 DARK BROWN SILTY FINE SAND. WITH TRACE OF CLAY 660 911 10 I 6 11
- fi7:
1R AND FINE GRAVEL BROWN FINE TO MEDIUM SAND WITH SOME COARSE SAND AND GRAVEL (LOOSE) 11.8 125 i~fi.. GW BROWN FINE TO COARSE SAND AND GRAVEL WITH TRACE 4500 6.9 138 16 i '.' .. 15 I
~ OF SILT (LOOSE)
~~ Top of IIlilloiall Glacial Till .
11 GRAY FINE TO COARSE SANDY SILT WITH SOME GRAVEL ..... 650 (HARD) 4500+ m ~ ~ 4500+ 5.8 147 IOQI6'I BOULDER AT 29.0' ~ 640 4500+ m ~ ~ 4500+ 7.1 141 18919"1 ~ 630 § 4500+ m ~ ML 4500+ 8.0 137 182J1O"1 ~ 620 4500+ m 4500+ 7.6 139 1201 4" COBBLE AT 61.0' 610 4500+ m GRADES WITH MORE CLAY 4500+ 8.7 137 102
- 600 4500+ ID BORING COMPLETED AT 15.5 FEET ON 11-3-73.
590 CAS I NG USED. TO A DEPTH OF 17.0 FEET. ALLUV IAL WATER LEVEL RECORDED AT 5.5 FEET. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5- 171 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-10 EXPLANATION OF SYM80LS USED ON BORING LOGS.
LABORATORY TEST DATA
.. EI~
t:&i ATIf:l!r~RG SHEAR STRENGTH
=.C*'INU ~~.:!'t.
"'0-
"'z
'> !:.; , . -~-- -BOR.ING" H-II, -
TtllolllIA!.
~~= ,_a Pl.AITtel.... COIIIHI(ss.tOIII ;~., oz ..
"'CIIU
~
at:
~&lTlC ten!.
LIM" 680
.. it
!i.:..!I.
tit',!, t.1~ tel .:. h 00
- a" '"
0 SURFACE ELEVATION 673.1 it~ c;)l! itI~ SYIIfI80LS DESCRIPTIONS 670 1750 23.6 82 3. 511 ML l~fRKo~R~~~ scr~~k~u~g~E ORGANICS AND TRACE 18.6 91 4. f-- OF CLAY (STIFF) 211 2. ML BROWN FINE SANDY SILT WITH TRACE OF CLAY AND 21.7 102 I-- ORGAN ICS
,13.1 117 211 I. ***0:. GRAY FINE TO COARS! SAND WITH TRACE OF SILT 660 21Z .ceo SW AND ORGAN ICS (LOOSE GRADES WI TH MORE SILT 4500+ 8.4 135 3l!
28. 0° 0
- f - - TOfJ. of IIlino;on Glocial Till GRAY FINE TO COARSE SANDY SILT WITH TRACE OF CLAY AND FINE G'RAVEL (HARD) 78.
650 .... 4500+ 6.9 142 ~IO/IO" GRADES WITH COARSE GRAVEL
~
l( 4500+ ~6018". 640 21819".
~ ~ 4500+ 210.
(;) 630 ~ 4500+ 8.4 137 176. GRADES WI TH MORE CLAY
~
'~" 620 4500+ 9.2 134 1/9. 119. ML 3" GRAY FINE TO MED I UM SAND LA YfR AT 49.7' GRADES WITH LESS COARSE GRAVEL 4500+ 102. 610 4500+ 8.2 136 106. 4500+ 138. 600 4500+ 9.1 135 78. i.-o BORING COMPLETED AT 76.0 FEET ON 10-26-73
- 590
- CASING USED TO A DEPTH OF 14.0 FEET.
ALLUV IAL WATER LEVEL RECORDED ,AT 7.2 FEET. CLINTON POWER STATION" .. UPDATED SAFETY ANALYSIS REPORT - FIGURE 2.5-172 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-ll EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA 0'"
~~~
ATnn*~RG SHEAR STRENGTH "' ... U: z .. I:! BORTNG H-.:.:.;12
=>",
>~-
"O:;J: TAIAXIA~ =ONf'INEO PRESSlON ]Pt;r-~!ttR O:IIIU
~~~
PLASTIC P\..ASTlern LIMIT IHOEX COMPRESSION
!!!z oz .. ~
0:-'
!L.:..!i.
til',:, ffil~ fcl;f, o. fcnJ," 00
- Eo '"
c al3 SURFACE ELEVATION 674.6. 680 '" ~~
~:!!
~~ 'BOLS DESCRIPTIONS Top of Solf Creek Alluvium 670 23.3 86 15 ~ BLACK ORGANIC CLAY WITH SOME SILT AND FINE SAND (TO PSO I Ll ML 29.6 92 7 M)TTLED DARK BROWN AND ORANG ISH-BROWN SILT WI TH 2 0 SOME FINE SAND. CLAY AND ORGANIC (STIFF) 660
- 17. I 123 14 26 III
* ~ Tbp of ltIinoian Glacial Till LIGHT GRAY FINE TO COARSE SANDY SILT WITH SOME 13.8 132 CLAY AND FINE GRAVEL GRADES WITH COARSE GRAVEL AND MORE CLAY 13.3 43 III 4500+
650 m GRADES V!ITH MORE GRAVEL AND LESS CLAY 4500+ 10.6 137 207110", ML 640 4500+ m 4500+ 11.9 135 238'11'" 630 4500 m 4500+ 11.6 136 201
- L.-
BORING COMPLETED AT 49.5 FEET ON 11-6-73. CASING USED TO A DEPTH OF 21.0 FEET. 620 ALLUV IAL WATER LEVEL RECORDED AT 8.0 FEET. ~ l( ~ ~ <:) i::: ~ ~ ~ CLINTON POWER STATION UPDATED SAFETY A.NALYSIS REPORT FIGURE 2.5-173 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-12
LABORATORY TEST DATA BORING H-13 SUR,FACE ,ELEVATION 679,6 SYMBOLS DESCRIPTIONS 7l:Jp of Solf Cr~~k Allwium TX/C 18.2 102 7 1 ML BROWN FWE SANDY SILT WITH TRACE OF FINE GRAVEL AIlD Or.GAN ICS
-ML
/pp 7 1 18" LAYER OF SAND AT 7.0' 670~-+---r--r--+----i-----rr.45~0~0+-+----r-----1 Top of Illinoion Glociol Till 29
- LIGHT BROWN FINE TO COARSE SANDY SILT WITH
.... TRACE OF CLAY AND GRAVEL (HARD)
GRADES TO GRAY ~ 22.5 108 7 III
..... SP GRAY FINE SAND WITH TRACE OF MED IUM AND COARSE SAND
~ 660 t - - - l l - - r - - r - - r - - - l l - - - t - - - t - - - t - - i 12: f.ii!\i.i. :~ GRADES WITH MORE COARSE SAND GRAY FINE TO COARSE SANDY S I L T WITH TRACE OF CLAY AND SOME GRAVEL . GRAY FINE TO MEDIUM SAND GRAY FINE TO COARSE SANDY SILT HITH TRACE OF I::) 650 t--t---i---+--t--+----h:""";-:-t--+--__1901l0"1 CLAY AND SOME GRAVEL (HARD) ~ 4~ ~ 4500+ III GRADES WITH OCCAS 10NAL BOULDER ~ ML 640 t--f---i---+--t--+-~-+t.r<:rn'vvT:i:.+-i-...,,- 0,. ort-,rrr.- j .. __1 21018"1 GRADES DARK GRAY ~ 4500+ m 630 J-_+_ _t-_-t__-I-_+__+ __+-.:..:14~.-,,6t-1:..c129--120017". ::.:. --ms- DARK GRAY FINE TO MED I UM SAND BORING COMPLETED AT 49.0 FEET ON 11-14-73. CASING USED TO A DEPTH OF 14.0 FEET. ALLUV IAL WATER LEVEL RECORDED AT 9.3 FEET. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-174 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYM80LS USED ON BORING LOGS. LOG OF BORING H-13
LABORATORY TEST DATA
>!:- ~ BORING H-14.
1 az'" ~
'"a a~ SlIRFACE ELEVATION 673:8
~~
C)~
~ ~ SYMBOLS ~SCRIPTIONS ML 670~--+-__~__~r- __t-__4-____~1~0~00~~3~4.~I~~7S~ 7 II DARK BROWN CLAYEY SILT WITH ORGANICS (TOPSOIL)
_ _ Top of Soli Creek Alluvium 4 I ML DARK BROWN SILT WITH ORGANICS AND TRACE OF CLAY
,'-- AND FINE SAND SM MOTTLED BROWN AND LIGHT GRAY SILTY SAND WITH
..... 9 II 00-: 00000 ~ TRACE OF CLAY AND FINE GRAVEL 0 SW BROWNISH-GRAY FINE TO COARSE SAND AND GRAVEL ~ 660~-+---r--~--r-~--~--~~-1--~ 0 0 0
,,00,0,:;;', (LOOSE) l( 24 II ':!"!'!'! ~ GRADES WITH LESS SAND AND MORE COARSE
***** GRAVEL
~ 14 I ::::: SP BROWN FINE TO MEDIUM SANO WITH TRACE OF COARSE ..... : : : : : I - - Top ~f1%/~~Pa/ b~Jc/~5A~l7r ~ 650 4soo+ 59 I GRAY FINE TO COARSE SANDY SILT WITH SOME CLAY AND FINE GRAVEL (HARD) (;) 4S00+ m 4" COBBLE AT 31.0' ~ ~ 640 t---f---4---+--+--t---+-""",d---+---I t.q 45Ulf+ 146111" I ML ~ x/Oy 4500+ m GRAOES WITH MORE CLAY 630 ~-+---+---+---+--+--+'4-:::S0=0-:-1+f--:7."""8-1-:1""38.-1 18219" *
'4500" to BORING COMPLETEO AT SO.5 FEET ON 11-12-73.
CAS ING USEO TO A DEPTH OF 10. a FEET. ALLUV IAL WATER LEVEL RECORDED AT 6.7 FEET. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-175 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-14
LABORATORY TEST DATA BORINGH-H5 s7JRFACE EI.£. .TION 72~.~ Sylti/lOLS DESCRIPTIONS 71 IL TY F1 NE TO MEa IUM SAND WITH TRACE 'OF 61 (WEATHERED LOESS) (LOOSE) 576 MED IUM SAND AND CLAY GRADES OUT 3356 201 FINE SANDY SILT Wl6tU",.lnan Glacial 71/1 710t-~r---+---+---+---r---4-__-+_1~8~.I~~lZ~l~ 26'1 ISH-BROWN CLAYEY SILT WITH SOME FINE TO COARSE SAND AND GRAVEL TX/OY GRADES WITH THIN fiNE TO COARSE SAND 4500 271 LAYERS lAYER Of BROWN SILT AT 18.0' 1423* 1555 '+500 12.1* 125 201 ~ 700~~--;---~~~+---~~~~~~
~
I&: 2500
~ 690tA.'~~"*r-__ .... +-__+-__+-__~__~2~0~00~__~r-~ 81 2000 16.9 123 211 ~
a t:::: 680 t-_t-_+-",--+_+_+__~15_0_0+_4_ _\-I1401l0' ~ .... 4500+ 11.4 134 99 I TRmEO~O c~~~R1~A~~1DY SILT WITH GRAVEL AND ~ 670~-r--+-~~~--~-4---+--~---I 4500+ 69 I GRAOES WITH KlIIE CLAY 4500+ ~5
- 660~-1__~~~r-~ __-+__~~2~50_0-+__-+__~ m ML GRADES WITH KlIIE GRAVEL 4500+ 177111" 4500+
650~-r--+-~--~~--~~4---~~ BaR ING COMPLETED AT 80.5 FEET ON 10-20-n. CAStNG USEIl TO A DEPTH OF 5.0 FEET. ALLUV IAl WATER LEVEL NOT RECORDED.
*SATURATED CLINTO N POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.5-176 NOTE; SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-15
LABORATORY TEST DATA 0'" ATTER8ERG ~ .. cB0RING -H-16 SHEAR STRENGTH
~~~
"'I-LIMITS O:z
"';0: "'", ~
a13 TRIAXIAL
'0"
~~CONfINEO POCI(£T COMPRESSION MPRESSION
~!Ztl u SURFACE ELEVATION 686.8
~~~
PLASTIC PL.ASlIC1T H£TItOtII[tUI a. LLNI'T INDEX
""- ""- 00 tel
~
-J a:-'
w Ol-,!f tb1 ~, .!t dl .!, ::EO 690 ~~
~~ SYMBOLS DESCRIPTIONS Top of Solf Creek Alluvium 3500 30. I 94 9
- ML ORANG ISH-BROWN S Il T "'ITH SOME CLAY AND TRACE OF ORGANICS AND FINE SAND (VERY STIFF) 680 6 r--sM BROIVN Sil TY FINE TO COARSE SAND AND GRAVEL WITH TRACE OF CLAY 15 ::::r----
h.. .... BROWN FINE TO MEDIUM SAND WITH TRACE OF COARSE ~
.... SP SANDY SILT AND GRAVEL (MEDIUM DENSE)
~ 6TO 36
* :4:: II:
.... GR~.DES vlITH MOqE S ILT ~ND COARSE GRAVEl PROvlN FINE TO COARSE ,ANDY GRAV EL WITH SOME SILT (LOosE)
~ 10 :~A
...*. GP GRADES WITH OCCAS 10NAL BOULDER
~ 4500 ... 20
- Top of Illinoian Glacial Till
- I~
<:::> 660 GRAY FINE TO COARSE SANOY SILT WITH SOME CLAY. ..... STRINGERS OF FINE TO MEDIUM <;AND AND h.. 13. I 128 180
- ~ OCCA'IONAL POIILDER r,qAY FINE TO MEDIUM SAND
~ ~ 650 4500 ... m ML LIGHT GRAY SILT r---- ~ DARK GRAY FINE TO COARSE SANDY SILT WITH SOME 4500 ... 150 CLAY AND GRAVEL (HARD) Dl ML 640
. 8.3 133 18519" * ~
BORING COMPLETED AT 49.3 FEET ON 11-9-73. CASING USED TO A DEPTH OF 15.0 FEET. ALLUV IAL WATER LEVEL RECORDED AT 15.9 FEET. 630 CLINT 0 N POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.5-177 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-16 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
...enen 5"'
ATTERBERG LIMITS SHEAR STRENGTH "'
"'z... ,. ~ BORING H-17
>-~-
- t:
~
TRIAXIAL I'OCKU 1
~iCONFINED 1- .....
~
a::l PLASTIe PLASTICITY COMPRESSION "'PRESSION PE H(TIIOIIII(ttJl I..tMIT INDEX ~z azQ. SURFACE ELEVATION 615.1 en
..J
~
tal '!l tEl ~, C)J," " tdl
,!t 00 a
680 "' ~!r c::.!I!
~~ MB DESCRIPTIONS 1500 4 I h.Mh..
.", RLACK SILT WITH ORGANlrs (TOPSO I L)
AN~ TRACE OF CLAY 670 C 1250 3
- ML Top 'Qf Salt Creek Alluvium DARK BROWN SILT v!ITH SOME ORGANICS, FINE SAND
..... 1 - - AND CLAY (STIFF)
..... 2 I ..... t...J .....
..... SP GRADES WITH STRINGERS OF FINE TO COARSE SAND
..... BROWN FINE SAND WITH TRACE OF SILT (VERY LOOSE)
~ 660 19 I f---- Top of Illinoion Glacial Till GRAY FINE TO COARSE SANDY SILT WITH SOME CLAY ~ 4500 ... 11.3 131 55 I AND FINE GRAVEL (HARD) ..... GRADES WITH COBBLES ~ C) 650 ..... C 4500'" 183 I COBBLES GRADE OUT ..... TX/CU 4500+ ill
/PP
~ RES 4500+ ML t...J 640 19018". ~ 4500'" ill 630 4500+ 14.5 125 m 0101--- 620 BORING COMPLETED AT 50.5 FEET ON 11-13-73. CASING USED TO A DEPTH OF 10.0 FEET. ALLUVIAL WATER LEVEL RECORDED AT 7.4 FEET. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-178 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-17
LABORATORY TEST DATA BORING H-18 SURFACE ELEVATION 675.0 SYMBOLS DESCRIPTIONS Top of Salt Creek Alluvium ML 670 ~__ t-__~__~____t-~4-____~2~00~0~~1~3~.8~~11~4~ 6
- CA-'( BROWN SILT WITH ORGANICS AND SOME FINE SAND (STIFF) 750 2 * - GRADES TO GRAY AND WITH ~0RE* FINE SAND SM GRAY FINE SAND WITH SILT 21.0 90 6 *
'"o~" '---SW GRAY FINE TO COARSE SAND WITII TRACE OF r,ILT
,00"0"0 AND FINE GRAV EL (LOOS E) 660~~--~--4---~-+---4--~---+--~ 111111 - Top of Illinoian Glacial Till GRAY FINE TO COARSE SANDY SILT WITII SOME CLAY AND FINE GRAVEL AND OCCAS 10NAL SAND STR INGER 23.6 122 93 *
~ 650~ __~__+-__~__-+__-+____4-4~5~00~+4-__-+__~ ffi GRADE~ WITH COARSE GRAVEL C) i::: 4500+ 9.9 137 247
- ML GRADES ,11TH MORE FINE SAND
~ ~ 640~~~ __~__+-__+-__+-__-+~4U'5~(00~++-__~__~ JD ~ 4500+ 8.6 139 630r--+---+--~--~--+---~--~--~~ m 0: ol----SW GRAYGRAVEL 000: FINE TO COARSE SAND WITH SOME SILT AND 10.7 136 195 II I:t:iii:i:i ~ GRAY FINE GRAVEL WITH SOME SAND (VERY DENSE) l.§E.. GRAY FINE TO t'lEDIUM SAND BORING COMPLETED AT 49.5 FEET ON 11-5-73. CASING USED TO A DEPTH OF 21.0 FEET. ALLUV IAL WATER LEVEL RECORDED AT 8.0 FEET. CLINTON POWER STATION - UPDATED SAFETY ANALYSIS REPORT FIGURE 2..5-179 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-18 EXPlANATIOtl OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA 0"'
~ BORING H-19
~~~
ATm~~RG SHE AR STRENGTH "'I-a: z >- ~
"", >~- a13..... SURFACE ELEVATION 676.5 I/)",~ rJlIAXIAL ~~CON"INfD
~N~~~!TUI 1-1-"
ozQ,
",I/) U
~~~
'l.A'STIC "-ASTICITY COMPA[$SION JoIIPR[5SION L,MIT tHOtx
..... ..... !!z a:..J
~
~ .~, ~ ,~ (l ,!, 71 .:f 00
~o '"
0 ~~ 680 Ql t.\ - SYMBOLS DESCRIPTIONS 7bp of Salt Creek Alluvium 14 I ML BROWN FINE SANDY. SILT WITH TRACE OF MEDIUM TO 9.4 79 9 I 670 r-- C\OA~~iD~~N~O A~~R~R~~6~N (~ii~F~RE MED IUM TO 7 I COARSE SAND AND TRACE OF CLAY
.:....~ SW
...:.1---
BROWN FINE TO COARSE SAND WITH SOME GRAVEL ..... (LOOSE) ~ 51 III Top of Illinoian Glacial Till ~ 660 4500+ 117. DARK GRAY FINE TO COARSE SANDY SILT WITH SOME CLAY AND FINE TO COARSE GRAVEL
~ ...... 4500+ m ~ 650 C) 4500+ 6.4 143 165 * ..... ML 4500+ m ~ ~ 640 4500+ 167I1d'.
ij GRADES .IITH STRINGERS OF FINE SAND 4500+ m 630 4500+ 7.0 143 163 I '--- BORING COMPLETED AT 49.5 FEET ON 11-12-73. CASING USED TO A DEPTH OF 15.0 FEET. ALLUV IAL WATER LEVEL RECORDED AT 7.7 FEET. 620 CLINTON POWER STATION '" UPDATED SAF'ETY ANALYSIS REPORT - ~ FIGURE 2.5-180 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-19 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING H-20 SURFACE ELEVATION 740.B SYMBOLS DESCRIPTIONS 740 BROWN SILT WITH ORGANICS (TOPSO IL) 20.2 101 13. ~ BROWN SILT WITH TRACE OF FINE SAND AND CLAY 2000 9. ML (STIFF) 2230 605 2000 13.4 119 9. ~ Top of Wisconsinan Glociol Till 730 ML LIGHT BROWN FINE TO COARSE SANOY SILT WITH SOME CLAY AND GRAVEL (ST I FF) 99. I-- BROWN FINE SAND WITH SILT AND LAYERS OF TX/Cu Ipp SP MEDIUM TO COARSE SAND AND FINE GRAVEL 4500 + 9.5 \30 59. I-- 720 BROWN FINE TO COARSE SANDY SILT WITH SOME ML FINE GRAVEL RES* 4500 + 29. GRADES TO BROWN AND WITH SOME CLAY
.... 710 4500+ 8.8 136 51.
~ GRAY FINE SAND WITH SILT AND SOME FINE GRAVEL
~ - GRAY FINE SANDY SILT WITH SOME CLAY, MEDIUM I( TX/D 4500+ 53. TO COARSE SAND AND GRAVEL (HARD) 13.5 11.6 2592* 2534 GRADES WITH MORE CLAY AND LESS SAND
~ 700 3000 11.7* 124 14.
ML (VERY ST IFF)
~ 3000 lB. ~
i::: 690 3736* 3197 3000 17.9* 115 23. Top of Infl"glociol Zontl DARK GRAY CLAYEY SILT WITH TRACE OF FINE SAND
~ ML (VERY ST I FF) liJ TX/D 4500 + 17. 5" COBBLE AT 53.0' GRADES GRAYISH-GREEN AND WITH LESS CLAY ~ 60.
(HARD) Top of Illinoian Glociol Till 680 4500 + 9.4 132 GRAY FINE TO COARSE SANDY SILT WITH SOME CLAY 4500 + 167. AND GRAVEL (HARD) TX/DY m 670 4500 + 10. S 135 GRADES WITH MORE CLAY 4500 + 25. 4500 + m ML 660 COBBLE AT 78.0' 4500 + 155/11". 5" LAYER GRAY FINE TO COARSE SAND AT 83.6' 650 m COBBLE AT 92.0' 4500 + 145. 4500 + m 640 COBBLE AT 96.5'
- SATURATED BOR I NG COMPLETED AT 100.0 FEET 0 N 10-25-73
- CASING USEn TO A DEPTH OF 5.0 FEET.
GROUNDWATER LEVEL NOT RECORDEJ. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-181 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-20
LABORATORY TEST DATA I:? BORING H-21
~
~~~
OW
"';0 ATTERBERG LIMITS SHEAR STRENGTH TAIA)(IAL
"'O::z...
- >w
>-t_
O::",U a ::: SURFACE ELEVATION 678.6 Z ~
~NlllcONrIN[O I"OC~lf
!!!z COMPRESSION MPRESSION HtlI'OMITtl'll
~~~
PLASTIC f/'l.ASTlCITY oz'"
... ... :I!
LIMIT INOEX c:)
"'- "'- 00 r.J :,:, n,!,
~
,!, 0 1
W ~,!, ~ 2° ~ ~ - SYMBOLS 680 ~SCRIPTIONS 2500 7
- 1\
I~ ML P.ROWN FINE SANDY SILT WITH ORGANICS (TOPSOIL) Top of Soli Creek Alluvium
* .j(:~~
f---LW-- BROWN CLAYEY SILT WITH TRACE OF FINE SAND 1500 4 /-VERY ST IFF)
- 670 20 III :.::
BROWN SILTY FINE TO COARSE SAND WITH GRAVEL 6:10WN FINE TO COARSE SANDY GRAVEL WITH TRACE
~:~: OF SILT (MEDIUM DENSE)
"- : ~:: GP GRADES WITH TH I N LAYERS OF SAND ~ ::4: GRADES MORE COARSE 9.2 130 38 III '\ sp ~ 660 4500 72 GRAY FINE SAND WITH TRACE OF SILT 4500+ 69
* ~ Top of Illinoian Glaciol Till GRAY FINE TO COARSE SANDY SILT WITH FINE TO COARSE GRAVEL. SOME CLAY AND SAND SEAMS 4500+ 24~'" GRADES WITH COARSE GRAVEL
- 650 4" LAYER OF SAND AT 25.0' SAND SEAMS GRADE OUT
~ ...... 4500+ 165/9" * ~ 4500+ 26~6'1II ML ~ 640 lj 4500+ 30~10'" 4500+ 23019', GRADES TO BROWN ISH-GRAY AND WITH MORE 630 4500+ 246 , CLAY
- BORING COMPLETED AT 51.5 FEET ON 11-13-73.
CASING USED TO A DEPTH OF 18.0 FEET. ALLUVIAL WATER LEVEL RECORDED AT 8.5 FEET. 620 CLINTON POWER STATION UPDATED SA F'ETY ANALYSIS REPORT FIGURE 2.5-182 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-21 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
.....----------------------;,~"-------- LABORATORY TEST DATA
>- BORING H-22
>-~-
oz ... l!l SURFACE ELEVATION 674,8 SYMBOLS DESCRIPTIONS 16.3 117 660~--~--4----+---+---4----~4~5~00~+4----+--~ 4500+ 16.8 126 180/10". UGHT GRAY FINE TO COARSE SANDY SILT WITH GRAVEL Top Illinoion Glacial Till 650 1 - - 1 1 - - + - - + - + - + - - - + - .4."""'~uur:-.+-I--+--I173/11'" BROWN FINE SANOY SILT HITH TRACE OF COARSE SAND, CLAY AND GRAVEL (HARD) GRADES TO LIGHT GRAY 4500+ 14.4 133 150/2"' GRADES WITH ~RE COARSE SAND AND GRAVEL 10" COBBLE AT ZO.5' 640 ~--+_--_+----1---+_--+----j_:::.4=.:50::::0'::"++_--_+--~194/9'" GRADES TO GRAY WITH FINE TO COARSE SAND AND OCCAS 10NAL COBBLES GRADES WITH HORE COARSE SAND AND 4500+ 216/8"1 10.6 133 Mt. g~~~~~ WITH OCCASIONAL ;E~S OF 630 J-_+__l-_-+__+-_-+__ +_4:..,.50_0_++_ _.J-_-I 100/4". MED IUM TO COARSE SAND GRADES WITH THIN LAYERS OF SAND 4500+ 8.2 137 180/1'. GRADES WITH HORE AND THICKER SAND SEAMS 6~~--+____+----~--+_--~----~4~50=0=++_--_+--~ 611 GRADES WITH LESS FINE TO COARSE SAND AND GRAVEL
..... 4500.. m GRADES WITH LESS SEAMS AND LAYERS OF SAND ~
I.( 610 ~_+-_-+__+-_-+_--I~_-+..:4:..::5:::DO::::+'-I-.!...11~*.i!.3-+-.!.1.!.,;15~ 162/7"S ,- SAIiD LAYERS GRADE OUT LAYER OF SAND AND GRAVEL AT 63.3' GRAY FINE SAND WITH TRACE OF SILT AND MEDIUM TO COARSE SAND
~ ..... 4500+
f--- GRAY FINE SANDY SILT WITH SO~\E MEDIUM TO COARSE SAND AND FINE GRAVEL AND TRACE OF CLAY (HARD) 1061 GRADES WITH OCCAS 10NAL LARGE GRAVEL AND COBBLES 4500+ [) GRADES WITH HORE CLAY AND LESS SAND AND SILT 590 1-_+_-l"'-_+_-+__I-:-_-+..:4:.;:5~00:::+!:..J-.::14::*.::.9+..:.13:::D~189/lo". ML 4500+ 580r--+---r--+-~~~--~4=5=00~+~9.~9~1=Z9~ 8311 I--- Top of Pre- lIIinoion Glociol Ti'li GREENISH-GRAY SILTY CLAY WITH SOME FINE TO 570r--+--~--4---+--4--~--~~-4--~ 4011 COARSE SAND AND GRAVEL (VERY STIFF) 3900 17.2 119 CL GRADES TO YELLOW ISH -GREEN 4" LAYER OF SILTY SAND AT 113.3' 560 1---l'---l---f---f---I---+r=.,...t..--+--I 4500+ 175/Id', DARK GRAY FINE TO COARSE SANDY SILT WITH FINE GRAVEL AND TRACE OF CLAY (HARD) ML 4500+ In BOULDER FROM 118,5' TO 120.0'
~~ 8.1 133 _
......0 1---+---+---+---+---l---+--1~--+-~-IIOO/4"' ':', Sp DARK GRAY FINE SAND \"TH TRACE OF SILT.
COARSE SAND AND GRA,TL 4500+ Is AND [) IBROWN CLAYEY SILT WITH SOME FINE TO COARSE X/DY AND FINE GRAVEL (HARD) 540~RE~S-+_-l_--+---4---~__-1h"n.~~uu+~---+_~ 137' GRADES WITH COARSE GRAVEL 4500+ m ML
~0~--+----+----~--+---~----~4~50-0-++----b--~ 1121 GRADES WITH GRAY AND BLACK STAINING 5.'~'O'--~~ L--L~ ~45_OO_+L-~~,~~rn~ll'~~~~~~========~
GRADES TO MOTTLED ORANGE. RED AND LIGHT BROWN
':;1 __ __ 5" COBBLE AT 151.5' .'
CLINTON POWER STATION UPDATED SA F'ETY ANALYSIS REPORT FIGURE 2 _5-183 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-22 EXPLANATION OF SYMBOLS USED ON BORING LOGS. (SHEET 1 of 2)
~
LABORATORY TEST DATA §l
~ ::: BORING H-22 CONT'D tl)8~ ATTER8ERG LIMITS SHEAR STRENGTH
~~ ~
...... X
"'", -.J CII"'" "'CIIU
>-~-
~ ~
tRIAXIAL
~CON'LNEO P(N~~~~f[fI ~~J# oz,.
~~~ ,.
"lASTIC PLAStiC IT'!' COMPRESSION IIIPR[SSIQIoI LJhllT INDElI
"'i>l
~
01-,:' i>J ;". rc, "'-
,!, d1 :!:
00
- lOU '"
a ~ ~ SYMBOLS DESCRIPTIONS 520 16.8 105111 GP.AD( S '1!TH I:O/lY !C;~-ELArK C-[j\~.IS f)F 4500+ ill ML S I L TY (LAY AND SEAr-I, OF t'ED IUM TO COARSE SAND I
\
..... 510 f---
132/S".
~ 4300 27.8 100 ML GRAY AND BRecHI S I L T \*11 TH TRACE 0F FINE SMoJO (VERY DENSE) l(
~
In ~
~
BROWN ISH-GRAY L 11*\ESTrtIE FinE TO MEOIUI1
~
..... 500 CRY STAll. INE. NUHERGUS SHALE PART INGS.
I'IEATHEREO OPEN ArJO CLAY FILLED BEDDING 23% SO% PLANE S
~ VIEATHE.P ItlG r.r;c CLAYF ILllNG C~j C) ..... I-- EfCOIt*iG PLAtiES GRADES LESS AT 172.0' DARK GRAY TO BLACK ell GHL Y CAR BCl-JAC EOUS 490 73% 96%
SHALE . THi':LY lhl'lIJATED
~
~
LICHT GRAY SILTY SHALE, II:OISTIII(T BEDDING, lI.J CAlC~REOUS
~ !-- L tGHT CRAY ~RC !LLt'.ClC'US \ It*'ESTC.tiE. F I tiE CPYSTAlL i':E ~J!:!**EF;~_~US S~r,LE ?,tRT lNGS 480 6DP 11;(; CGHPlETE8 :....-:- ,0 .: FEET r IJ 9-18-7) .
(ASPIC; :"SED Te ~ DU'*, I OF 3.8 FEET. ALLUVIAl. ;lATER LEVEL RECORDED AT 2.9 470 FEET , g
~
~
iI R I:t CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-183 LOG OF BORING H-22 (SHEET 2 of 2)
I
-.- .-.... ...._ft....
LABORATORY TEST DATA
.,S! ATur~~RG SHEAII STRENGTH
~ BORING H-23
~~
.. ,..t_ ~
~
t;t~ '..IAL
~E=
IIJLAITIC PUlT,..n LUUT INO£_
~ h e~
'!!z 00 o: .. u oz"... 313 SURFACE ELEIllATION 736.3 II:~- it.:' ir~ lit.:. ~ ,!. :EO 0 ~~
740 ~~
~~ SYMBOLS DESCRIPTIONS
- U!!L BROWN SILT WIlH FINE SAND AND ORGANICS 18.6 103 17 (TOPSOIL) 730 610* 3~" 20.4* 114 19
- ML BROWN SILT WITH TRACE OF FINE SAND, CLAY AND AND FINE GRAVEL (MEDIUM DENSE) (WEATHERED LOESS) 12 *
..... r-- Top of Wi8cD/l8inon Glacial Till 43 * ~~~~~ SP BROWN FINE TO MEDIUM SAND WIiH SOME COARSE 720 8.5 121 ~
SAND AND FINE GRAVEL (DENSE) LIGHT BROWNISH-GRAY FINE SANDY SILT WITH SOME 4500 MEDIUM TO COARSE SAND AND FINE GRAVEL 62 (HARD) 710 3458 1440 4500 11.0* 127 22
- ML GRADES WITH SOME CLAY GRADES TO GRAY TX/cu
/pp 2150 13.6 121 16
- GRADES WITH KJRE CLAY
.... 700 35.5 103 21
* ~ Top of Inf.rgIDcfll/ Zon. ~
l( 2974* 2534 3500 25.0* 100 17
- ML GRAY SILT WITH TRACE OF FINE SAND AND GRAVEL
~ 690
~~/CU fpp 2500 17.4 Ill, 18
- GRADES GREENISH-GRAY AlID WITH CLAY
~
() 51
- ~
~
GREEN FINE SAND WITH SIH AND TRACE OF CLAY AND FINE GRAVEL (VERY DENSE) Top of Illinoian Glllcilll Till ~ 4500+ 680 8.0 139 151 GRAY FINE TO COARSE SAND WITH SOME CLAY AND FINE GRAVEL (HARD)'
~
'~" 4500+ 9.1 138 II RES ML 670 4500+ 8.5 137 62
-ML GRAY SILT'WITH TRACE OF FINE SAND, FINE GRAVEL 70 AND ORGANICS (VERY DENSE) 1400 4150 3000 13.3 128 m r+HH+t---
660 GRAY FINE TO COARSE SANOY SILT WITH SOME CLAY AND GRAvEL (HARD) 4500+ 1551'9". TX/DY 4500+ m 650 ML 4500+ IflJl!!. 4500+ 640 ill 162111".
- BORING COMPLETED AT 99.5 FEET ON 10-26-73
- 6~ CAS ING USED TO A DEPTH OF 5.0 FEET.
*SATURATED GROUNDWA'l'ER LEVEL ~OT RECORDED.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-184 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-23 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING H-24 SURFACE ELEVATION 676.2 DeSCRIPTIONS Top of Solf Creek Alluvium x/cu 1700 21.6 95 DA~MR~~~C~I~~ ~n~ ~~g~~~~t\ 1~~iF~INE SAND, 670~/~P~P1----r---+---+---+----+----r---+--~ BROWN FINE TO MECIUM SAND WITH SOME SILT AND TRACE OF ORGAN ICS BROWN MEDIUM TO COARSE SAND WITH TRACE OF SILT AND FINE GRAVEL (VERY LOOSE) BROWN FINE TO COARSE SAND WITH GRAVEL AND 7.3 136 TRACE OF SILT (VERY LOOSE) 660r--T---r---r--~--r---~--1-r-;-~ GRADES WITH SEAMS OF SILT 6.4 144 116 1 Top of 1/1 inoian Glacial Till GRAY FINE TO MEDIUM SANDY SILT WITH TRACE OF CLAY, COARSE SAND, SOME GRAVEL AND m OCCASIONAL SEAMS OF FINE SAND (HARD) 10" LAYER OF GRAY MEDIUM TO COARSE SAND AND GRAVEL AT 23.0' 4500+ 6.8 141 171110"1 ID ML 142/11"1 4500+ 630r--T---r---r--1---T---~--1---;-~ 9.0 127 17\19"1 GRAOE" WITH MORE SEAMS OF FINE SAND BOR I NG COMPLETED AT 49,6 FEET ON 10 73. CAS I NG USED TO A DEPTH OF 21. 5 FEET. ALLUVIAL WATER LEVEL RECORDED AT 5.9 FEET. CLINTON POWER STATION UPDATED SAFETY A~ALYSIS REPORT FIGURE 2.5-185 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-24 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA
~ BORING H-25 CUI ATTERBERG
~~~ IMITS SHEAR STRENGTH ~~ >-
~ SURFACE ELEVATION 677.2 "UI
"'U ~l:l T'UAXIAl.
~~~
roell(T
~CON'INf.D ~~
,,,"'$TI(. GOMP"[$$ION MPftUIION JIIItll(>>llTl"
~"STIC:ln
!!!z CZ"
.... ~U'J ra,!, '"
LIMIT INDEX
!i:.!i .h 00
"'irl OI,!. Ib1 ~'t rc, '!f :I" C
~\
680* Cil1;\ DESCRIPTIONS SYMBOLS 670 TX/CU
/PP ,00
- 21. I 105 41 21 51 I
ML
..... OL ML Top of SlI" C,.d Allwillm DARK BROWN S I LT WITH CLAY, SAND AND ORGAN ICS BROWN S I L T WITH TRACE OF CLAY AND FINE SAND (SOFT)
BLACK ORGANIC SILT WITH SOME CLAY AND TRACE OF FINE SAND (MEDIUM STIFF) GRAY FINE SAND WITH TRACE OF SILT AND ..... ~
~
OCCASIONAL SEAMS OF ORGANIC SILT (VERY 201 LOOSE) ~ 1.( 660 4500+ SW GRAY FINE TO COARSE SAND WITH GRAVEL AND TRACE OF SILT
~ Top of /Ilinoion 610ciol 6.5 142 881 :L1GHTGREENISH-GRAY SILT WITH SOME FINE SAND AND FINE GRAVEL (MEDIUM DENSE) .
- .... 4500+ ID ML Till DARK GRAY FINE TO COARSE SANDY SILT WITH
- ~ 650 GRAVEL AND TRACE OF CLAY (HARD)
~ LIGHT GREEN ISH-GRAY FINE TO MED I UM SANDY SILT 4500+ 6.2 143 158. ML WITH COARSE SAND AND GRAVEL (HARD) i::
~
DARK GRAY FINE TO COARSE SANOY SILT WITH
~ 640 4500+ ill SOME GRAVEL AND TRACE OF CLAY (HARD)
GRADES WITH MORE F THE SAND
~ 4500+ 6.6 146 1\6/4"1 ML ~ GRADES WITH LESS SAND AND GRAVEL 630 m Cl 4500. ID GRADES WITH MORE CLAY 4500+ 8.5 138 881 ~
BORING COMPLETED AT 50.0 FEET 0" ~*-21*73. CASING USED TO A DEPTH OF 3.5 FEET. 620 ALLUVIAL WATER LEVEL RECORDED AT 5.3 FEET. I - I'" CLINTON POWER STATION ~ UPDATED SAFETY ANAL '(SIS REPORT - i" HGURE 2.5-186 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-25 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING H-26
.sr .....
.... ;:**. *I. . .... . ..
ATTf:l'T~RG SMIAII STIIINGT"
- .=~ ~z
~
$IIIfFM:£ B.£*TNJIt 881'. l'
. .0-
.. LIu C,='
L.tI.f ..... n IIIICCIW-cot ~" =~ o~
~il
~ 101':'
C'I! .,!
... r. au 690 sr_tN..
27., 80 l' 680 1500 16.0 112 II A'' .
~=--I ~DT1UII-iiioWiM-AAiillo DARK IIIOW SILTY CLA' \lInt 150 JJ." 'Z f FINE SANG ANO TIIACE OF ROOTS MIITTLED GRA' AND BROWN FINE SANOY SILT WITH J
SOME CLAY GUDES TO GRA' 670 1000
. g:gti ~Ill: ::l:l ~\{I SAil)
GRA., FIIiE ~ COARSE SAND WITH TRACE OF SILT "500+ J AIID FIIiE TO COUSE GRAVEL (DEliSE)
, . ", '"lfIIIi." 61.61.' Till GRA' 'IIIE TO COARSE SAIIOY SILT WITH TRACE OF CLAY A"D SOME 'I!lE GRAVEL 660 148. GRADES WITH MIIRE 'IIIE SAIIO AND LESS ~
650 GIIAVEl II
~ GRAY MEDIUM TO COARSE SAND WITH TRACE OF FINE 14: IlOfS'. *..... "
SAND, SILT AND SOH[ GRAVEL (VERY DENSE) 640 ....~ "500+ GRAY '11iE TO COAIISE SANOy SILT WITH TIIACE OF CLA' AIIO SOH[ GRAVEl (KARO) ~
"500+
c;) GRADtS Wlnt LESS COARSE SAIID 630 GRADES DARK GRAY ~ ~
"500+
~ 620 "500+
"500+
610 "500+ 600 "500+
"500+
590 "500. 101111110 COHPlETED AT 100.0 fEEl 580 011 11.3-73. tASING USED TO A DEPTH OF "7. S FEET. GROUNDWATER LEVEL NOT REtORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-187 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-26
LABORATORY TEST DATA BORING H-27
- SlIRFACE ELEVATION 690.6 SYMBOLS DESCRIPTIONS 690 34.1 83 680 670 B. B l3.4
"~ l( 4500+ 660 4500+ 18.1 124
~ ...... 4500+ ~ <::) 4500+
h: 650 4500+
~ CD GRADES WITH LESS SAND liJ 4500+ GRADES WITH FEWER SAND SEAMS ~ 640 4500+ GRADES DARK GRAY AND WITH MORE SAND 4500+
630 4500+ 1 Zl! SiUJO SfAt*l AT 60.5' 4500+ 620 C;r:..lIDES ,...\oRE £LAY
~
~'J!TH 610 BORING COMPLETED AT 76.0 FEET ON 10-3-73.
l
~"
CASING USED TO A DEPT" nF 17.0 FEET. '" ALLUV IAL WATER LEVEL RECOf.DED AT i
- 5. Q C'EET.
~
l CLINTON POWER STATION UPDATED SAFETY AIiALYSIS REPORT FIGURE 2.5-188 NOTE: SEE FIGURE 2.5-298 ANO FIGURE 2.5-355 FOR LOG OF BORING H-27 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA OW ATTERBERG SHEAR STRENGTH
~ BORING H-28
~~ ~
........ a :::~.
~~~
UlO:~ IMITS T"IA~I.l ~~CON'INED
- l", >-~- SIJRFACE ELEVATION 686.2 H~~~!TtIi O:UlU
~~~
'LASTIC PlASTICITY COMPRESSION IroIPR[$$IQH
!!!z OZ ..
0:-' ... LIMIT IH~U 1[:.!i ro, .:, "- "- 7] -J, 00
'"0 690 '"
bl ~ll 'el .:, :Ie.>
~ ~
~ ~ SYMBOLS DESCRIPTIONS DARK BROWN <;ILT*WITH ORGANICS (TOPSOIL) 750 10.4 96 5 I ~ To?- of Solt Creek AlluVium DARK PROHN SILT WITH TRACE OF CLAY. SOME FINE 680 1000 3 * ~ TO COARSE SAND AND FINE GRAVEL (MEDIUM 25.3 95 ST 1FF) 750 2 *
..... ML BROWN CLAYEY SILT ,11TH SOME FINE SAND AHD TRACE OF FINE GRAVEL (STIFF) liJ 15
- GRADES TO GRAY 670 GRAY SILTY FINE TO COARSE SAND '11TH SOME FINE
~ ~ TO COARSE GRAVEL GRAY SILT WITH TRACE OF FINE SAND (VERY STIFF) 2500 9 ML
~
660 4500 10.9 131 49
* - Top of IIlinoion Glacial nil GRAY FINE TO COARSE SANDY SILT WITII FINE GRAVEL
~ (HAR" )
~ 4500 In
~ 7.1 138 147/8". LAYER OF SAND AT 34.4' liJ 650 ML
+4500 6" ROULDER AT 41.0'
~
[II
+4500 7.1 135 14010";
640
+4500 m RORING COMPLETED AT 50.5 FEET ON 11-10-73.
CASING USED TO A DEPTH OF 10.0 FEET. 630 ALLUVIAL W.'.FR I fV,L RECORDED AT 7.8 FEET. CLINTON POWER STATION UPDATED SAFETY AN.ALYSIS REPORT FIGURE 2.5-189 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYM80LS USED ON 80RING LOGS. LOG OF BORING H-28
LABORATORY TEST DATA
~ BORING H-29 V)~~ ATTERBERG
~
a::: SHEAR STRENGTH LIMITS ~~ >- SURFACE ELEVATION 687.7 1-1-",
=>UJ Ul"'~ TRI ... XIAL ,..~-
~~CON'IN[O COJrolPftESS,OH ~N~~~~TU "'U>U
~~~ oza.
"LASTIC Pl..STICITV -.J
"'PRESSION
!!!z mJ.
I..IMIT
~~
LNO[X
!i.:...!i. "- 00 UJ a:..J Iol,!, ~~>,
690 w ten '~, :10 0 Q! ~ SYMBOLS DESCRIPTIONS 4500+ 14.8 112 15
- Top of Illinoion Glociol Till 21 II BROWN CLAYEY SILT WITH SOME FIHE TO COARSE 18.3 113 28 SAND AND TRACE OF ORGANICS (WEATHERED TILL) 680 Zl !I (HARD) 3500 12 1/ ML GRADES MOTTLED GRAY AND BROWN AND WITH 4500+
~~
61 iII TRACE OF GRAVEL I" LAYER COARSE SAND AT 7.0' GRADES GRAY AND WITH LESS CLAY GRADES WITH MORE SAND AND COARSE GRAVEL 670 3500 14 II ~ GRAY SILT WITH LAYERS OF GRAY FINE TO MEDIUM SANO WITH TRACE OF COARSE SAND AND GRAVEL m oo~ o 00 GRAY FINE TO COARSE SAND WITH GRAVEL (MED IUM 000 DENSE) 660 Q °cO 000 0 GRADES WI TH OCCAS 10NAL COBBLES GRADES WITH LESS FINE SAND 0 27 II SW 00 0 °0 ° 0
- h. ~ 0° GRADES WITH MeRE S IL T Q
o ~ 650 0 °0 °
~oo,_
0 l.( =<:: 4500+ 11.5 134 131
- GRAY FINE TO COARSE SANDY SILT WITH SOME CLAY AND FINE GRAVEL 2" SAND LAYER AT 39.7' GRADES WITH COARSE GRAVEL
=<:: 640 ~ 4500+ 7.4 139 1401Id'. i:: 4500+ m ~ lIJ 630 7.1 141 139110". GRADES TO BROWN ISH-GRAY ~ ML I 620 , I 4500+ 79 610 4500+ B.B 135 106 4500+ 600 86 0 BORING COMPLETED AT 90.0 FEET ON 10-25-73. 590 I CASING USED TO A DEPTH OF 22.0 FEET. GROUNDWATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED t-----------~---~_.:.....: SAFETY AN~LYSIS REPORT _ __I.* NOTES: SLOPE BENCHED FOR ACCESS; NATURAL FI GURE 2.5- 190 GROUND SURFACE AT ELEVATION 689.7. SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYr~BOLS USED ON BORING LOGS. LOG OF BORING H-29
BORING H-30
. " . . ~197.o SOME FINE TO "ITH tllACI OF CIIA'I FlME GRAVE\. "ItH FIME TO CGUlSE SAIIO AlII TllACf OF SILT
~., ..... ~'TII' FlME SAIID W,tH lIIACI OF SILT
~ GRAY FINI TO RED" SAIICI'f SILT "ltH SOME fiMVEL AIID TllACI OF CLAY (HAAD)
. Y "Id TO COAIISE SAHDY GRAVE\. WItH lIIACE OF SILT GIWIES WItH 1'11111 *FINE TO COAIISE SAIIO AND LESS COAIISE GRAVEL
"'11 GllAY FINE TO COAIISE SANDY SILT "ltH SOME FINE GIIAVEL AND TRACE OF CLAY (HAAD)
GllMlES WItH OCCASIONAl. STIIINGEIIS OF FINE SAND GllMlES 'II I tH I'II11E' GRAVE\. Ii: GRADES DAIIK GRAY AND WItH LESS SAND GllMlES WItH I'III1E CLAY ~
- t 621J
~ ~ ~ I4.e 6/0 ~ UAHS WItH MORE FINE SAND 6()() '.2 .,6 r", . , LHII."i". 0.,..;1 GIIUN SilT WITH TRACE OF FINE SAND (VEIIY DENSE' ILU ISH-GIIEEN S Il TY CLAY WItH SOlIE FINE TO HEDI,," SAND (HAIIO) IRO'iI'I CLAYEY SILT WItH SOlIE FINE TO COAIISE SAND AND GRAVEL (MARD) GRADES GllAY ISH-IIIOWII AND WI tH LESS CLAY CLiNTO N POWER STATION PDATED SAFETY ANALYSIS REPORT NOTE. SLOPE I£IICH(D FOil ACCESS I M.UUllAl GROUNO SURl'ACE AT ELEVAT ION 698.5
- FIGURE 2.5-191 NOTE:
SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-30 EXPLANATION OF SYMBOLS US~D ON BORING LOGS. (SHEET 1 of 2)
LABORATORY TEST DATA ~
~~ II) BORING H-30 CONT'D 0"' ATTERBERG SHEAR STRENGTH UJ ...
........ >-=-
>- .., lu
~~~ LIMITS O:z
=>UJ
",0:3:
~~
HilA II IAI. 'OCII[T
~~CONFLN[O COMPAESSION 0:"'
~~~
P\- ... UIC PlASTICity MPR(SSIQN P(H(TlIOlIIlttll
~z OZo.
LIMIT IND[X r-c,J. ~j, I[;.!i 00 W 0:-" ~-'~f bl ~', ::EO 0 Cil~ SYMBOLS DESCRIPTIONS 540 "' 4500+ to ML ...... 530
~
r---- YELLOVIISH-BROViN SILT I-IITH TRACE OF FlliE 4500+ 81
- ML SAND AI,D ClAY (HAPD)
~ r-- BROWN CLAYEY 5 I LT \'1 TH SOI*IE FINE TO CDAR SE ~ 520 I SAND AND TRACE CF GRAVEL (HARD) ..... 4500+ ill ~ C) ML ...... 510 4500+ 100/4". GRADES UITH LESS CLAY ~ ~ ij 500 ~ o/, 100%+
- r:
r---- TOP OF BEDROCK LIMESTOlj[; GP.AY FII,E TO '*'EOllIl1 CRYS'~L~ l'lE; 25 %J..
~ VERTICAL AND HORIZCIITAL FRACTURES; FOSSiliFEROUS; 1116" TO 1/4" VUGS; 5~
va IDS 490 BOR 111G COI*\PLETED AT 197.7 FEET Oil 10-10-73. CASING USED TO A DEPTH OF 17.0 FEET. WATER LEVEL NOT RECORDED i
),
~
I CLINTON POWER STATION UPDATED SAF'ETY REPORT AN~LYSIS FIGURE 2.5-191 LOG OF BORING H-30 (SHEET 2 of 2)
LABORATORY TEST DATA cn~ffi ATn~~~RG
,..=-
SHEAR STRENGTH
~~ >-
~:ri "LAsne.
' TR1AlUAL ~~CON'INED iI'OGlilT
=>",
<>:<,'" ~ BORING H~31
~~~
"'-ASliCITY CONPI!:ES.SIOH MPRU$ION MlTIIOIJITtIl
!!!z OZo.
0:-' LIMIT
... m",:,
INDEX
~ II
~ ,~~ hl .:,
II 00
- E U '"
0 ~ 100 '" ~ t1 ~ SURFACE ELEVATION 691.1
~
t)
~
~
~ 1;\ SYMBOLS DESCRIPTIONS 690 ,*'be of Wisconsinan Glacial Till 4500+ 11.6 117 II 23 IJ
- ML I--:--::-- MOTTLED GRAY AND BROWN CLAYEY SILT WITH SOME 2500 12.7 17.8 94 105 16 19 IJ II
- t---'-'=-
FINE TO COARSE SAND AND GRAVEL (HARD) LI GHT BROWN S I L T WITH FINE SAND Top of Int6r(llacial Zon6 680
- ~
10 BLUISH-GRAY SILTY CLAY WITH TRACE OF FINE TO 9 MEOIUM SAND AND FINE GRAVEL (VERY STIFF) 2100 18.6 9 109 DARK GRAY SILTY CLAY WITH FINE TO COARSE SANDY 26
!~
GRAVEL .IUW TRAC E 0 ~ (n~GJVJ! r S (VERY 5T I FF) 59 DARK GRAY FINE TO COARSE SAND WITH SOME FINE 4500+ 53 TO COARSE GRAVEL ANO TRACE OF SILT (DENSE) 610 Top of IlIlnolon Glacial Till GRAY FINE TO COARSE SANDy SiLT WITH SOME CLAY RES* !D ML AND FINE TO COARSE GRAVEL .... 660 4500+ 73
* ~
GRAY FINE SAND WITH TRACE OF SILT (VERY DENSE) GRAY FINE TO COARSE SANOY SILT WITH SOME CLAY ~ I(
!D ANO GRAVEL. (HARD) 4500+
~ 650 180/0'. GRADES WITH LESS MED IUM SA NO ..... 4500+ ID GRADES WITH OCCAS 10NAL COBBLES ~ C) ..... 640 4500+ 100/6". .... X/CU 4500+ ~ /pp !D lI.J 4500+ 168/9". ~ 630 i I 4500+
'" GRAOES GRAYISH-BROWN AND WITH MORE I ML GRAV EL 620 I 4500+ 170 4500+
610 4500+ 93 4500+ 4500+ 166/9"1 600 GPADES DAR K GRAY 4500+ 590 4500+ 143 I WWi---
- SATURATED BORING COMPLETED AT 99.5 FEET ON 10-20-73.
CASING USEO TO A DEPTH OF 17.0 FEET. GROUNDWATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFE*TV AtiALVSIS REPORT NOTES: . FIGURE 2.5-192 SLOPE BENCHED FOR ACCESS; NATURAL GROUND SURF'ACE AT ELEVATION 692.6. LOG OF BORING H-31 SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING H-32
~
~t: $lJfIIFACE ELEIMrlON 684.6
,~
4iI ~ SYIII60LS DESCRIPTIONS
""'II"!IP-O-L"rI'BllP'll~"'~,
ll"l'l U!l:,KGII'!mAN,,1'~~"I ,wmlTHPIr'l'~T'ft'LA
,""IA:mI'"HO'PRA~I"l"'I'[UrP""l!
f~'ftI\ i! rI! L"'P"'C l!'r., II HE j t._IcfI:tl ~fl~;l"lH 680 33.9 85 I.",' TRACE OF MEDIUM SAND 19.7
~ :~ !~~! !O~~!~H~Or;el~ITIr"cLAY AND SOME SAND
~
j 2 jML "'--~c'_~'~'c~Y: CLAYEY SILT WITH TRACE OF FINE TO 8.9 670 ~E SAND AND OCCAS IONAL GRAVEL (VERY 11~ 9.6 IGR ~E TO COARSE SAND WITH SOME FINE TO 11.4 131 .... SE GRAVEL AND TRACE OF S IL T I GRA NE TO COARSE SANDY S I LT WITH TRACE OF 4500+ 8.1 uL :L 660 80 ... 8". LAYER OF FINE TO COARSE SAND AND GRAVEL AT 16.0" *
- u. I",\\,,,.. ISH**GRAY SILT WITH TRACE OF FINE SAND, ITX/DV III "'.. GRAV.EL AND ORGAN I CS
~ I'_~ of 1//1"';(111 61l1M Till IGRA!. FINE TO COARSE SANDY. SILT WITH SOME FINE 640 i47 1 GRAVEL (HARD) .' .
X/oy 4500+ a IlH GflADES WITH COARSE GRAVEL GRADES W I<<lRE CLAY 640 "500+ 8.8 135 I~*I CO ... ...~+ 6." 128 123/1d' I
'" ML GRADES GRAY ISH-BROWN
~ ~ 620 11.9 8.6 ~~uo+ 6.5 136 71. ~ C 8.4 134 '" ~ ~ 610 .. ~vu+ 1541 ~ ~ '" GRADES WITH STR INGERS OF S IL TY FINE SAND Iu 600 7.7 140 125 * ~ "~O+ m THIN LAYER OF SILTY SAND AT 89.2' 590 68. 580 E 7l:!P, Df Lacwt,intl Dtlpo.it
~
GR,l!!SH-GREEN SILTY CLAY WITH TRACE OF FINE c 4250 SAND AND GRAY SILT LAMINATIONS 14.6 116 lIO CL 570 m SP IBRO~~ISH-GRAY FINE TO MEDIUM SAND WITH SOME COARSE SAND ANO TRACE OF SILT 560
---\T.", Df P,e -/II/noltlll Glac/al Till 8.2 137 141/lr 1 IGRE~~~~~~BROWN FINE SANDY. SILT WITH SOME I '(HARD', TO COARSE SANO ,ICLAY AND GRAVEL 5!10 I ML C 12.9 13.2 7145* 9000 8.8 13" m GRADES WITH K>RE CLAY 540
, '-- II<<lTTLED GRAY AND BROWN SILTY FINE TO COARSE SAND WITH FINE GRAVEL (VERY DENSE) 140/9*1
---IBRO~~, WITH GRAY DISOR IENTED BANDING CLAYEY
~O ML SILT WITH SI?t'E FINE TO COARSE SAND AND Fl.NE GRAVEL' (HARD'
*SATURATEO CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-193 NOTE:
SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-32 EXPLANATION OF SYMBOLS USED ON BORING LOGS, (SHEET 1 of 2)
t! LABORATORY TEST DATA
~
.. at:
BORING H-32 CONTIO
",S! ATu:rT~RG SHEAR STRENGTH ~~ ,..t_
"iii"..
t;~i => ... ~~
'\.A"tO J\..IoaTICIT'1 TIIU"IU,,"
toItI".r.UIOtt
~llItO
",':=11. ~~ I:)~
~f~ "'01' ¥ m::, tel! tdl-!
\.IIIIT
~d m-.~
00 2<> 0 ~I";\ SYMBOLS DCSCRIPTIONS 530 II ML 520 ... 4500+ I03/ff'. L-- IGRAY SILTY FINE TO COARSE SAND AND GRAVEL ~ I( 510 SM (VERY DENSE)
- t
.... m IBRDWN CLAYEY S III WITH SOME FINE TO MEDIUM Tx/D ML SAND AND GRAVEL (HARD)
- t 500 1=
ROD
~
,.-- TOP GRAY
('C BEDROCK L1MESTONE;FINE TO MEDIUM GRAINED; ARG ILLACEOUS ;VERT ICAL AND HOR IZONTAL
~ 2:1'11:. 60'11:. FRACTURES WITH GREEN CLAY FILL INGS SPACED 111 TO 5" ~
l4j 490 GRADES SHALEY; NUMEROUS GRAY SHALE PARTINGS IDARK GRAY TO BLACK SHALE CARBONACEOUS;
~ 41'11:. 90'11:.
SL ICKENS IDEO SURFACES GRADES GRAY LESS CARBONACEOUS LIMESTONE; ARGILLACEOUS; NUMEROUS GREEN 480 SHALE PARTINGS GRAY SHALE; FOSSILIFEROUS BORING COMPLETED AT 203.8 FEET ON 10-18-73. 470 CASING USED TO A DEPTH OF 22.0 FEET. ALLUV IAL WATER LEVEL RECORDED AT
*SATURATED 5.1 FEET.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-193 LOG .OF BORING H-32 (SHEET 2 of 2)
LABORATORY TEST DATA 0'"
~~~
ATTERBERG SHEAR STRENGTH ~~ l:! BORING H-33 It.. ITS
~
)-~-
~
TltIA)lIAI.
",,,,~ I"O(;_,T
~fOH'I"[D
~~ "'U>U oz ..
313 SURFACE ELEVATION 685.8 COY""USIQN PRtSIIOH ICTAOMITU
~~~
PUSTIC "-AtTl~lT'I
"'j;j LIMIT
,NOU
~
71 .~t i1 :.', J.l. C1 .!t d1! 00
- l U 0
690 ~~
~~
Qf~ ~$CRIPTIONS 9.8 107 12
- r~S
~
BROWN ORGANIC SILT WITH SOME SAND AND CLAY (TOPSO IL) 20.5 107 II II 680 7
- ML Top of Soli Cruk Alluvium iI BROWN FINE SANDY SILT WITH SOME MEDIUM TO oo'-SV; COARSE SAND AND GRAVEL (STIFF)
'o~ BROWN SILTY FINE TO COARSE SAND WITH TRACE OF
- h. 24.4 104 I CLAY AND GRAVEL (LOOSE)
~ ~ * ~ fJ BROWN FINE SILTY SAND WITH STRINGERS OF BROWN 26.2 102 670 SANDY SILT l( 3 \I ML GRAY SILT WITH SOME FINE SAND AND TRACE OF 26.8 99 I CLAY (VERY SOFT) ~ I~
- fJ :::::-sP DARK GRAY FINE SAND WITH SOME SILT (MEDIUM 4500+ fJ \..:,;.... DENSE)
~ GRAY SILT WITH SOME FINE TO COARSE SAND AND
~ 660 1700 15.2 125 IV!!!:... SOME GRAVEL Top of Illinoian Glacial Til! ~
.m GRAY FINE TO COARSE SANDY SILT WITH TRACE OF i:: 4500+
CLAY AND GRAVEL (HARD) ~ 4500 .. 19.8 123 10016'. ~ 650 ML i;j m 1&>16"1 GRADES WITH STR INGERS AND TH IN LAYERS 640 OF FINE TO MEDIUM SAND 12.4 132 17517". BORING COMPLETED AT 49.0 FEET ON 10-26-73. CASING USED TO A DEPTH OF 17.0 FEET. ALLUV IAL WATER LEVEL RECORDED AT II. 0 FEET. 630 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-194 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS, ~OG OF BORING H-33
LABORATORY TEST DATA CI)~! t;~i SHEAR STRENGTH ..
>-t:_
~~~ '\.A",O ",-Antol'"
LIM" INOIX
.. U>U oz ... BORING H-34 lOci o. ... l!: SURFACE ELEVATION 671.6 680 SYIIIBOLS DESCRIPTIONS 670 ML rop of Salt Creek Alluvium 1500 18.3 104 BI f--- PLACK ORGANIC CLAYEY ': II T WITH TRACE OF <'NO tsM MOT+~~6sg~k~GE 1250 4 I ML AND GRAY FINE SANOY SILT WITI'
~ l( 660 14 I
..*.. !\1[sp TRACE OF r.LAY (q I FF)
GROWN FINE ~ILTY SAND PROWN FINE TO MED I UM SAND ~ 68111 ':':.:. SW PRO~~A~~~E TO COARSE SAND WITH FINE TO COARSE
* - rop of lllinoion Glacial nil 6.7 143 135 I
~ <;:) 650 GRAY FINE TO COARSE SANOY °ILT WIT!! SOME CLAY AND GRAVEL (HARD) ~ 4500+ m ~ 5.4 145 200/8"1
~ 640 ~ m ML 8.2 137 2411 6" SEAM OF FINE SAND AT 38.0' 630 ill GRADES WITH MORE CLAY 6.5 142 1931 620 ~ORING COMPLETED AT 50.0 FEET ON 11*14*73.
CASING USED TO A DEPT'~ OF 13.0 FEET. ALLUVIAL WATER LEVEL RECORDED AT 4.3 FEET. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-195 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. lOG OF BORING H-34
LABORATORY TEST DATA BORING H-35 SIIRFACE ELEWflTION 671.8 SYIIIBOLS DESCRIPTIONS 6~t-__t-__~__ -+__-4__~~__~~13~00~~25~.~64-8~9~ 7
- ML Top 01 $1111 CrlNJlr Allullium
---.::.- DARK BROWN CLAYEY SILT WITH ORGANICS AND SOME 1500 22.2 102 6
- ML DAR~I~~A~A~~A~~~p~m)WITH SOME FINE SAND r---- (STIFF)
.:'. GRAY FINE TO COARSE SAND WITH GRAVEL AND TRACE
** 0 SW OF SILT (MEDIUM DENSE)
.':: _ GRADES WITH LESS FINE TO MEDIUM SAND Top of IIIillOlon G/ocll1l Till GRAY FINE TO COARSE SANDY S IL'" WITH TRACE OF CLAY AND SORE FINE GRAVEL (HARD) 6" LAYER OF SAND AND GRAVEL AT 17.5' GRADES WITH SEAMS OF FINE SAND GRADES WITH COARSE GRAVEL ML 210
- 4500+ m
- GRADES WITH MORE CLAY BORING COMPLETED AT 49.9 FEET ON 11-13-73.
CASING USED TO A DEPTH OF 14.5 FEET. ALLUVIAL WATER LEVEL RECORDED AT 3.4 FEET. CLINTON POWER STATION UPDATED SA F"ETY ANALYSIS REPORT FIGURE 2.5-19-6 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR L.OG OF BORING H-35 EXPLANATION OF SYMBOLS USED ON BORING lOGS.
LABORATORY TEST DATA
~""'L_~T..Ioo.I.!lU:~RG I~ r::::- ....,. ,~ ..:.:~ ~........ .......
SHEAR t! BORING H-36
,iii
-- ":,. '~. r-1? lit:.', m! m! a-t::
~
~~
SURFACE ELE'MTION 671.2
<:)~
850
~ ~ SYIiIBOLS DESCRIPTIO~
16.8 97 850 ~~:~oW:):~~!.: ASJJ.~!,.~'TH ORGANICS. )P5' 1200 28.4 92 CL t-IJTTLED BROWN AND~ciR~T~!LTY CLAY WITH TRACE OF
~
1200 FINE SAND (MEDIUM STIFF) 27.3 92 DARK GRAY SILTY CLAY WITH TRACE OF FINE SAND (VERY SOFT) 30 DARK GRAY FINE TO COARSE GRAVEL WITH MEDIUM 2500 10.3 133 14 i TO COARSE SAND AND TRACE OF SILT 34 II Tbp of IIl1noion G/oclol TIll
+4500 8.2 137 51
- GRAY CLAYEY SILT WITH SOME FINE TO COARSE
+4500 g SAND AND GRAVEL (VERY STI FF) 650 GRADES WITH LESS CLAY (HARD)
+4500 6.8 142 160
- GRADES WITH LAYERS OF SAND AND GRAVEL.
~ ..." II GRAVEL LAY ERS GRADE OUT
'500. 9.8 132 100/5"'
4500. lD 630
'500+ 5.6 142 110015',
TX/DY 4500+ m ML 620 .... '500+ 1100/4"0
~
l( -,- 9.0 136 CD
~ 124 , GRADES WITH STRINGERS SAND m ~
(;) 600
~ RES 106 , ~
E 139 CD 590 .~ 141 , GMDES WITH t-IJRE CLAY It.'"..~ Top of PrIl-lIIiflOion.G/oclol Till 34
- GRAY ISH-GREEN SILTY CLAY WITH SOME FINE TO MEDIUM SAND AND OCCASIONAL GRAVEL m CL GRADES WITH LESS CLAY AND t-IJRE FINE SAND GRAY FINE SANDY SILT WITH MEDIUM TO COARSE SAND AND TRACE OF CLAY AND GRAVEL 100/S"'
4500+ 9.5 132 GRADES WITH t-IJRE CLAY AND LESS FINE SAND
~~-+---+--~--+-~--~----~-4~~ ML 540t---~--+---+---+---r---~---+~.-~07.~~f~W 14,1 124 GRADES WITH t-IJRE COARSE GRAVEL GRAYISH-BROWN SILTY CLAY WITH SOME FINE TO COARSE SAND AND GRAVEL (HARD)
~t-__ +-__-+____+-__~__-+____-+~4_0_0_0;-__~r-__~
CLINTON POWER STATION UPDATED SAFETY A-N,ALYSIS REPORT NOTE: FIGURE 2.5-197 SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-36 (SHEET 1 of 2)
LABORATORY TEST DATA l:!
~
.. effi t;~i
~~~
ATTT~rT~RG
'U,tTIC P\..ASTlCln flU."'""
~"'fSSIGtll SHEAR STRENGTH
~*?",IH(D _u III(T..,...,,..
"'O:z...
~~ .
,..~-
o:<lt U ClZ ... a~ 3t~ I:)~ BORING H-36 CONT'O col ... LIM.T
~
'i(-.:' il~ fi,.!; t4l .b. 00
- lEU Q
~~ SYMBOLS OCSCRIPTIO/yS
'~f 520 CL 3500 Top of Monomel Bedrock Vol/ey' Oeposil 510 BLUISH-GREEN SILTY CLAY WITH TRACE OF FINE SAND AND OCCAS 10NAL SAND INCLUS IONS (VERY STIFF) 500 4250 17.7 115 40
- CL GRADES WITH i'URE FINE SAND 4000 GRADES GRAY AND WITH MED IUM SAND' AND 490 DCCAS 10NAL GRAVEL GRAY CLAYEY SILT (HARD) 4000 480 19.3 105 78
- ML
<XI r-- GRAY FINE SAND WITH TRACE OF SILT (VERY DENSE) 470 22.4 101 460 180/9".
~ I( III 450 =O!: SP =O!: ~ 440 100/5"8 i::: ~ ~ i;! 430 . m GRADES WITH MED IUM SAND AND TRACE OF GRAVEL 420 180/9'. m
- GRAY SILTY FINE SAND W lTH TRACE OF CLAY 410 SM (VERY DENSE) 165/11".
- ,GRAY FINE TO MEDIUM SAND WITH TRACE OF SILT (VERY DENSE) 400 SP
~
LIMESTONE, Fi"ELY CRY STALL INE, WEATHERED 390 2CW.
~
0% 8". [GRAY SILTSTONE, MICACEOUS, MASSIVE
- SANDY ZONE 294.5' TO 295.0' 380 100% lOa". SIDERITE NOOULES AT 296.8' TO 297.0' 370 BOR ING COMPLETEO AT 307.5 FEET ON 10-11-73 85% 85". CASING USEO TO A OEPTH OF 15.0 FEET ALLUV I AL WA TER L~VEL RECOROED AT 8.5 FEET.
360 ---:'7' -- -- - I CLINTON POWER STATION UPDATED SAFETY A~ALYSIS REPORT FIGURE 2.5-197 LOG OF BORING H-36 (SHEET 2 of 2)
..Ill!
=~i
&:!f=c ria ATT~~MRG
~.ST'c fVoIMlf'I
\..MIf 01¥-
LABORATORY TEST DATA U".'AI.
... iI::'
SH£AR STR[NGTH C)! iii!. _ is.. :!iii
~t-e~
~
,..-~-
E
~=
BORING H-37
$IJIIIFIIIC£ ELE ...TION 693.9 II 1'00 J
~250 14 6!JO 20.1 22.6 ' 5879' 259 ~soo+ 6. 5 122 31
- SOME FINE SANO ISIl*~* ROWN SILlY CLAY WITH SOHE FINE TO 3250 18
- COARSE SAND AND GRAVEL (liARD)
IGHT rROWN SILT WITIl fiNE TO MEOIUH SANO, TRACE OF CLAY AND OCCAS 10NAL GRAVEL (VERY 680 ~500+ 30
- STIFF)
GRAOES WITH I<<lU' SAND, GRAVEL AND CLAY
~500+ 149
- GRADES TO HARD 13" LAYER OF FINE TO COARSE SAND AND GRAVEL AT 17. S' io.. 670
~.
"500+ 84
- GRAOES TO GRAY .
GRADES .WITIl rIllE SAND AND SICT SEAHS ' &C
~500+
- 2~u n . o' LAYER OF GRAY F.lNE SANDY S Il T AT
~ 660 !2
- ML 6" LAYER OF SILTY FiNE SANDAl '4.8'
~
~500+ II t:: 6!JO ~500+ 137J6"1r 2~" LAYER OF GRAY F IHE TO COARSE SAND
§ WITH SOME GRAVEL .AT ~4.0* ~
~500+
- GRADESW ITH KlRE . cOARSE 'GRAVEL
~ 6tIO 2OMt'II 3" COBBLE AT 56 . S' 4500+ taO "500+ 21816". FINE SAND WITH TRACE OF SILT (VERY DENSE)
......,---\O'lRK GRAY FINE TO . COARSE SANOY 'SILT WITH SOME
~500+
II GRAvEL. CLAY AND OCCASIONAL FINE SAN.D 620 131
* ~:!'-Jun .~. FINE SAND WITH TRACE OF $ILT BOR ING COHPLETED AT 74.5 FEET ON 11*17* n.
CASING USED TO A DEPTII OF 5. 5 FEET. GROUNDWATER LEVEL NOT RECORDED. 610 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-198 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-37
LABORATORY TEST DATA t!
..... BORING H-38
",Sffi ATTE:~~RG
........ a::
~
SHE AR STRENGTH ~ t;~i ~z
)-~- SURFACE ELEIlJATION 726.9 "2 ..
=,ONrI,.U UIA.IAl POCOIlIY
'L.'U"a ....... T~ln ,,*Hf"tON tIITJICMIC". ~~
_z oz .. rc,! b1! IWDlIl ttl.:, til ::f Lilt.'
~~a II=.!i. 00 l!l !It~
()::Ii 730
- 1<>
qt~ $YIiIBOLS DESCRIPTIONS
~ =-
BROWN SILT WITH ORGANICS (TOPSOIL) 720 4500+
'U 110 100 17
- 9
- BROWN S IL T WITH SOME CLAY AND TRACE OF FINE TDi~'l.t~~~~~)n~hW~~~mD7i7fE SS) 4500+ P BROWN FINE TO MEDIUM SAND WITH TRACE OF SILT 13
- i-- GRADES WITH t-'ORE SILT BROWN SILT WITH FINE TO COARSE SAND. FINE TX/CU GRAVEL AND TRACE OF CLAY (HARD)
Ipp 4500+ 23
- 7/0 4500+ 19
- ML GRADES GRAY ISH-BROWN AND WITH MORE CLAY 700 trx/DY 3000 14 Top Inf.rgltlcitlr ZDn.
- ~
of 23 DARK BROWN SILT WITH ORGANICS AND TRACE OF CLA\ BROWNISH-GREEN SILTY CLAY WITH TRACE OF FINE 3000 12 .... 690 SAND AND GRAVEL (VERY STIFF) !::I.;: * ----- GREEN SILT WITH SOME FINE TO MEDIUM SAND. tx/cu 2000 9 GRAVEL AND TRACE OF CLAY (STIFF) Ipp Tbp of IIlinDion G/ociol TIll
~ 680 4500+ !50
- GRAY FINE TO COARSE SILTY SAND WITH SOME CLAY AND GRAVEL (HARD) 14" LAYER OF GRAY FINE S~ND WITH GRAVEL 4500+ 6.6 144 180111".
~
<:) 4500+ m i::: 670
~ ~ TX/CU 4500+ 103
- GRADES WITH t-'ORE CLAY
~ 660 /PP. .4500+ m 4500+ 6.7 139 127 I ML 4500+ II 650 4500+
4500+ 6.1 143 139 X/DY m GRADES WITH t-'ORE LARGE GRAVEL 640 4500+ 8.9 134 150/4'8 GRADES WITH LESS CLAY 4500+ .. BOULDER AT 98.5' 630 620 4500+ 6.9 139 131/6".
---- BORING COMPLETED AT 101.0 FEET ON 10 73.
CASING USED TO A DEPTH OF 5.0 FEET. GROUNDWATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-199 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-38 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST OATA I:'! BORING H-39
.. fiJ! ~
a!3 SURFACE ELEVATION 677.9
~~i
~~~ ~~
I iGi ~::t
~ i;\
680 SYMBOLS DESCRIPTIONS 1 ! ,~MM~LL-r-:D~A~R~J(-:B~R~OWN~":f~IH':":E~SA~N~D:'T-:S:-::r.':":lT:-:':lI::':lm=:-:::TR::-:A:-::C':"E-:O:-::F-C~L-:A~Y 24 .. ~ Top ':.Njllo~;~~~ g>}~~)} 1 3800 10 I ~ SROWN SILTY FINE SAND WITH TRACE OF CLAY. 670 7 iii CL MEDIUM TO COARSE SAND AND TRACE OF FINE TO 4 I COARSE GRAVEL (MEDIUM DENSE) .... 4500+ 4 " 2 I l~ g
~ BROWN SILTY CLAY WITM TRACE OF FINE SAND (HARO)
~ BROWN CLAYEY SILT WITH SOME FINE SAND
~ BROWN SILTY. FINE TO COARSE SAND WITH.GRAVEL
~~ 660 .ii! 8 Top of illinoIan Glacial Till GRAY FINE TO COARSE SANDY SILT WITH TRACE OF 25!lIJj'1 CLAY AND GRAVEL (HARD)
- ot:
139 II GRADES WITH LENSES OF FINE TO MEDIUM SAND
~! III
- ot:
<:,). 650 170
- 6" GRAVEL LAYER AT 32.5'
~ M.. ~ II I.!J 640 ~ 4500+ 21718".
630 GRADES WITH /'ORE CLAY
- 620 BORING COMPLETED AT 51.3 FEET ON 11-1-73.
CASING*USED TO A DEPTH Of 8.0 FEET.
".* i.UV IAl WATER LEVEL NOT RECORDEO.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-200 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF SYMBOLS USED ON BORING LOGS. LOG OF BORING H-39
LABORATORY TEST DATA BORING H-40 SlJRFACE ELEVATION 674.1 SYMBOLS I
~SCRIPTIONS 6
- Top of Solt Creek Alluvium ML IIIi DARK BROWN SILT WITH SOME ORGANICS (LOOSE) 6?0~-+--~--~--+-~----~--+---~~ ~ GRADES GRAY ISH-BROWN AND WITH SOME CLAY 750
- 3 - (MEDIUM STIFF) h.. 2 ~ :.'. SW GRAY FINE TO COARSE SAND WITH TRACE OF SILT
~ 26 Ii 25 24 Ii
* - TopA~p 'i7~!;,~7'on(~mio~O~M TO MEDIUM DENSE)
GRAY FINE TO COARSE SANDY SILT WITH SOME FINE ~ 660~-+--~--~--+-~----~~+---~~ 4,UU+ 27 I TO COARSE GRAVEL (HARO) 73 Ii 6" LAYER FINE TO MEDIUM SAND AT 12.8' ~ 4500+ ML 4500+
- 20419"111 630 l-----I--t--t--t--t--+--I-----jf-~ 254"",
4500+ '0 4500+ 200/8"' BORING COMPLETED AT 50.0 FEET ON 10-24-73. CASING NOT USED. ALLUV IAL WATER LEVEL NOT RECORDED. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-201 NOTE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR LOG OF BORING H-40 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA 0'" ATTERBERG ,.
~~~ IMllS
>-t_
~~~ BORING H-4\
"'::;U)J ox'"
~L"STICO ~ .. STIC;ln a: w LIW'T 1110 [X w o
SURFACE ELEVATION 672.7 680 SYMBOLS . DESCRIPTIONS III
~
ML Top of Soli Creak Alluvium 670 1250 5.. ~t--:-:-:-- ML 8LACK ORGANIC SILT WITH TRACE OF SAND {TOPSOIL) MonLEO LIGHT BROWN SILT WITH CLAY ANO TRACE h.. IT xIpp
/CU 2. I---':'-'=- OF SAND .
..*.. ,~ BROWN SILTY FINE TO MEDIUM SANO WITH TRACE OF
~ l&.: 4 II t..t'. i.~: I COARSE SAND AND CLAY (VERY LOOSE) GP ORANG ISH-BROWN FINE TO COARSE SANOY GRAVEL 660 .: *. : WITfi SOM~ SILT (VERY LOOSE) Top of "I inolon Glociol 71/1 17 I ~ GRAY F IHE TO COARSE SANOY S I L T WITH CLAY AND GRAVEL m ~ c:) 650 4500+ ~ 101 .. GRADES WITH LESS CLAY ~ 4500+ II ~ ML l;j 640 4500+ 197m. GRADES WITH MeRE GRAVEL 4500+ 630 190
- SAND SEAH AT 49.4' BORING COMPLETED AT 49.5 FEET ON 11-14-73.
620 CAS I NG USED TO A DEPTH OF 13.0 FEET. ALLUV IAL WATER LEVEL RECORDED AT 8. a FEET. CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-202 NOTE: SEE FIGURE 2.5-298 ANO F1GURE 2.5-355 FOR LOG OF BORING H-41 EXPLANATION OF SYMBOLS USED ON BORING LOGS.
LABORATORY TEST DATA BORING H-42
",fl~ ATIE~~~RG SHEAR STRENGTH >-.
~
~~
t;~i TIIIIIA.UL ~'IHfO "'w >-t_ ~ P1t(SS)Of( rv.~111 SURFACE ELElM.TION 676.3
~fLU p\'J,nIG "'--"'lCln COMPfI[UtOfI TJIOt'(l"l-
~~ O:U>u oz ... a~
~d
,",Mlf INOII G.:.!l h rc, ,!.
00 w
~:t
..J
'il-,!' il ~*f :1<'> 0 680 ~~
itl~ SY/JISOLS DESCRIPTIONS Tf/;U 2500 24.7 86 7
- ML DARK BROWN FINE SANOY S 1L T 'II I TH GRAV EL, TRACE Top of Solt Cf'Hk Allwillm 1!5 II
!5 OF CLAY AND ORGANICS (TOPSOIL) 670 ~
!5 \I BROWN CLAYEY SiLT WITH SOME FINE SAND AND 2000 GRAVEL (STIFF) 2 l~
*~
8 Q MOTTLED 1I GHT BROWN AND GRAY SILTY FINE SAN~ 4500+ 17
~ Top (VERY SOFT?
.... !SO 4500+ of Illinoion Glociol Till 4500+ 660 LIGHT BROWNISH-GRAY FINE TO COARSE SANOY SILT ~
'II ITH CLAY AND SOME GRAVEL (HARD) 4500+ 40
- GRADES TO GRAY GRADES WITH LESS CLAY
~ 650 4500+ m ~- 4500+ 193 I ML I:: § 4500+ m GRADES WITH OCCASIONAL COBBLE 640 4500+ 21!51a" I ~ 6.4 143 4500+ m 630 4500+ 8.4 144 211 I "'"'--- BORING COMPLETED AT 50.0 FEET ON 11-10-73. CAS ING USED TO A DEPTH OF 8.0 FEET. 620 ALLUV IAL WATER LEVEL RECORDED AT 9.0 FEET. CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-203 NOYE: SEE FIGURE 2.5-298 AND FIGURE 2.5-355 FOR EXPLANATION OF Syt~BOLS USED ON BORING LOGS. LOG OF BORING H-42
BORING H-43
'iB,~ SURfACE ~ 697.8 VlSClOIISIlIU TILL Br_. aUty cl.y. little fiDe to
....11_ ....... tr.ce flu ,r.vel.
5 14 SS r_ta DOt". TOP OF IIITDCLACm zon , 689.3 10 14400 2a. Inll Z3 SS YeUoviah-b~. DOttled U,ht ,r.y. aUty cl.y. tr.ce flu to coer..
....... tr.ce fioe ,r.vel.
TOP or ILLllIOIAII TILL 684.3
!6800 10-8 In 26 SS ML Licht cray. _ttl. . yelloviah-br_.
15 clayey aUt ..... flue to coer.. CL ....... tr.ce fl .. ,r.vel . . .Ild poc-
..., 69 SS ket DOt"
- 18.S to 18.7 feet. b~. fiue to coarse salld. tr.ce aUt. iroa
.tei.....
lInN. 17.7 1'16 100 SS Yelloviah-b~**Ut ..... fine to 674.3 ML coarse ..Ild. tr.ce cl.y. trace fioe cr.vel.
.... 1ll SS 14.S feet. cr.des to ,ray *
- 19. S - 30.0 feet. ,ray floe to coerae s."". tr.ce fine ,r.".l, tr~ce floe
... IQAnIl 1'10_1 I"" 31 SS
,r.vel. tr.ce dlt.
~o.l ~2'I 17 SS 14200 Gr.y. cl.yey .ilt .Ild fioe to coer.. 661.8 Sf ....... tr.ce fiu ,ravel.
If5jijcl 18.1 Il~ 100 SS 61 SS Gr.y ** Ut **ad fine to coarse **Ild, 6S7.3 ll101l 16.~ 1'111 161 SS tr.ce clay, tr.ce floe ,ravel. u IdlIIIG OlMPUTID AT SO.O FEEl' 0\1 9/11/76. VATlil LEVEL lII7l' llECDIDID. ~:
- 1. LOGGED 8Y, SAilGElIT & LUIIOY. CLINTON POWER STATION
- 2. DR ILLED BY, RAYMOIIO UITI!RNATIOIlAL. UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BY, WESTElIIOFF &IIOVIQ(.
FIGURE 2.5-204 LOG OF BORING H-43
...z 40
=- 13;_ .1§: BORING H-44
~i~
o ... I~
§~ SURFACE EL£'CIlON 697.1 LS DaR CrAJ. aUty clay. trace fI ...
..... orcaalea aoted.
24 SS CL S 5.5 feet. craolea to yeUovlah-br
- ttl... llpt cuy.
10 17700 11.' Inll 3S ss 15 ~ In.t 34 SS III.
'lOP OF ILLDIOIAlI TILL Cray * *ttled Ilcht yell_bh-b CL cla,., aUt. aad nile to con..
trace flae crave1.
.." 17500 11.1 1141 112 SS yo Cray. d1t. aad flae to _rae ..ad. 649.3 trace clay &ad liae crave1.
1113 SS 23.7 feet. bl'W1l n... to _dl_ saad,
~
t r _ aUt. lrOD aul...d.
\&. 24.5 feet. Cray. IUt. aad fl ... to' IU300 11.4 il41 53 SS III. _ r.. saad. trace clay aad fl M c rave1
- Cray. cta,., aUt. aad Ii... to _ r.. 664.3 2'
20 SS
~ saad. trace fllle crave1.
r.~ ~~ SS I~: 14 CL
- !+
SS l3.1
- 11 SS
~
39.0 to 39.6 feet. cray. IUt. t race 36 SS l~:~ 73 SS III. flM l&ad. oreaalea aot.... Cray. aUt. alld 11M to _1 laad. 656.1 Ll800 I.~ 136 19 SS trace flM cravel. 49.3 to 49.5 feet. Cray. fllle to _dl_
~ ..... trace aUt.
R' IORIIIC COMPLEI'ED AT 49. 5 PElT OM 9/21/76. VATBa LBYEL I1Ol' UCIDIIIIID. ~.
- 1. LOGGED BY. SARGEMT & I.~IIDY.
CLINTO N POWER STATION
- 2. D'"LLED BY, RAYMOND ('C'I'OIlATIOIW.. UPDATED SAFETY ANALYSIS REPORT
- t. TESTED BY, WEST!NIIOJ'I" 4 NOVICK.
FIGURE 2.5-205 LOG OF BORING H-44
=-
'fi BORING H-44A
~ I!~ SUIRCE El.EWDI 691.8 5 lotary .dUed vitblMat auplill& to 15.0 feet.
10 15 A *
.. Sf Gray. cla,., .Ut aGiIl flu to cCNlrae
..... trace floe lravel.
aT 39.0 to 39.6 feet. lray. aUt. trace floe ..... orpDlca nated. IICIUMG 0IIIIl'LI:rIII AT 39.9 BEl' 011 9/21/76 *
~
~,
- 1. LOGGED BY, SARGENT & LIJMDY.
CLiNTO N POWER STATION
- 2. IIIlILLED BY, RAYM:lND INTERNATIONAL.
UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BY, Wl!STENIIOFF & NOVICK.
FIGURE 2.5-206 LOG OF BORING H-44A
BORING H-45
'l'OI' OF IIIIDGI *CIAL ZIOBI: 696.7 Llabt ar.y. dlt. trace floe unci.
YeUovUb-b_. IIOttl. . llabt aray, 691.1 aUty dey. trace fl1le unci.
'l'OI' or lLLIlIOIAH TILL 686.1 YeU_lllh-'I1:_. d.yey aUt. __
fl1le to coer.. ...... trace fille a r ....l
- Llabt yell_lsh-b-. aUt. s _ 68t.7 flae to coar.. unci. tr.ce d.y.
28.S feet. ar.... to ar.y. aUt. _ flae to ...1_ ..... tr.ce d.y. 33.S feet. fl... to coene ..... trace fl... ara".l. Grar, cl.yey .Ut. _ fllle to coarse 664.2
..... trece flae ara...l.
104.0 feet. oraaolca DOtecl. lC Gray. aUt. trace cla,.. black sUt velna 660.0 DOted. Gray. aUt ... fiae to coarse aand. 758.3 Uttle fl~ aravel. aravel sa... DOted. Gra,.. cleye, aUt" fllle to coarse 7S6.4
..... t'face fllle Bravel.
M SS IIORDIG ClOIIPL£rED AT 55.0 FEET 011 9/22/76. VATIIl LIVIL AT 46.9 FEET* .!!!I!!I
- 1. LOGGED BYI SARGIlIT" LUtlDY. CLINTO N POWER STATION
- 2. DRILLED BY I RAYIIHID ItrrERIIATtOIlAL. UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BY I WESTDIHOFF" IIOVIOC.
FIGURE 2.5-207 LOG OF BORING H-45
BORING H-45A
~lia'lfJj o . ~12" I!
SURFACE ELl'MTION 70S.2 S'tll1OUI DESCRIPTIONS 5 Rotary drilled without ...pU", to 42.S feet. 10 15 IT Gray, dayey silt, SOllIe fine to coaue aaad, trace fine ,raftl. IT 44.0 feet, or,a1lica aoted. Gray, sUt, trace clay, black silt 660.0 IT velna aoted. Gray, sUt and fine to coarae a.nd, 758.3 sic little Une ,l'ave1, Il'&ve1 a*** noted. BOalllG cotIPLEl'ED AT 47.7 FEET OR 9/22/16. WATER LEVEL NOT RECORDED. ~,
- 1. LOGGED BY, SARGENT & LUNDY.
CLINTO N POWER STATION
- 2. IIRILLED BYI RAYMOND INTERNATIONAL. UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BYI WESTENHOFF & NOVICK.
FIGURE 2.5-208 LOG OF BORING H-45A
T-; I~ I'; BORING H-46
~If-_
o SUIIfAC£ ELEWI'ION 705.6 Br_** Uty c:1.y, tr.ce fine aancl. root. DOtetl. ZO 55 3.5 feet, _ttle" 111bt lray. 5 VISODIISDWI TILL 700.1
.~ .Uty cl.y, . _ fine to coane
...... tr.ce fi... Ir.vel.
10 ZO 55 'lOP 011 IIlTlllGLACIAL IOICI: 696.6 Cr.y** Ut. trace fi....ancl. roots 1IIDtetl. 13 55 Gray. _ttle4 brown. aUty clay. 692.1 15 trau flue to coarae ....". tr.ce n ... Ir.vel *
.... 11 55 ML
'lOP or ILLlNOlAN TILL Brown, c:1.yey aUt. s_ fine to 687.1 coane aancl. trace fine Iravel.
CL coarse Ir.vel DOte". 6Z 55 23.5 feet. and fine to coarse s.nd, IJ" **nd ae_ DOte". 24.5 feet, Cr.des to Cr.y. 59 55 29 55
- 20 SS 26 SS 14 55 Cray, fine to co.ue .and .nd clsyey 664.1 9 SS aUt, tr.ce fine ,ravel.
ZS SS Cray. sUt, tnce fine a.nd. orc... ics 661.1 32 SS DOtetl.
- 51 SS 60 55 Gr.y. cl.yey aUt, a_ fine to co.rse s.nd, trace fine cravel, or,.n1c8 note".
659.7 61 55
~-
80IlIRG COMPLETED AT 55.0 FUT ON 9/23/76. VATER LIYEL !lOT RECORDED. !!Q!!!I
- 1. LOGGED BY. SARGENT & LUNDY. CLINT 0 N POWER STATION
- 2. DRILLED BY: RAYMOND INTERNATIONAL. UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BY, WESTENIIOFF & NOVI<lt.
FIGURE 2.5-209 LOG OF BORING H-46
.......... ATTOIIM BORING H-41 ii! ~:::t !#~i'~i ~ ip;j 01 T--'
~i LI..r$
SURFACE EL£VATION 7l3.7 "II DESCRIPTIONS 0 WI5COM5IlWI TILL Brown, silty clay, some fine to 0.5 mediwn sand, roots noted. 5 4.0 feet, brown, clayey sand, some silt.
&.5 feet, brown, fine to medium sand. some silt.. trace clay_
10 It.5 feet, brown, sUty clay, some fine to coarse sand. trace fine 15 1100 l.9 123 graveL TOP OF INTERGLACIAL 7.OIIE &97.2 Dark brown, silty clay, trace Une 20 2000 22.1 106 l2 to coarse sand, fine grave I and organics noted. 2 lloo 20.( ll2 24.5 feet, yellowish-brown, mottled gray, silty clay, some fine to coarse sand, trace fine gravel. 2500< TOP OF ILLlllOlAlI TILL &85.2 Gray, clayey silt, some fine to coarse sand, trace fine gravel.' 5500 7.8 13~ l(Vll 33.5 feet, gray, sUt and fine to coarse sand, tuce.clay and fine gravel. 40 lO.4 26 5S NL 38.5 feet, gray, clayey sUt, some
~500~ 39 S5 flne to coarse sand, trace fine CL gravel 14500t 47 SS 45 9600 7.8 131 45 55 ML 46.0 feet, gray, silt and fine to coarse sand, trace clay and fine 40 S5 gravel 33 S5 IC 8100 9.5 l4( 24 55 52.0 feet, gray, clayey sUt, some 126...l 15 S5 fine to coarse sand, trace fine 5 gravel.
1l.4 37 55 54.3 feet, gray, sUt, trace clay and 79 55 flne sand, black silt veins noted. 1170( 8.9 133 79 5S 60 55.2 feet, gray, fine to coarse sand, trace silt. 5b.0 feet, gray, sUt and fine to 106/9"S5 coarse sand, trace fine gravel. 65 57.5 to 57.9 feet, gray, fine to coarse sand. trace sIlt. 57.9 feet, gray, clayey silt, some
."" CL fine to coarse sand, trace fine gravel *
.... BORING COMPLETED AT 64.3 FEET 011 9123/76.
WATER LEVEL !lOT RECORDED. !!2!!!1 CLINTO N POWER STATION
- 1. LOGGED BY, SAP.GENT & LUNDY.
UPDATED SAFETY ANALYSIS REPORT
- 2. DRILLED BYs RAYMOND INTERNATIONAL.
- 3. TESTED BYs WESTENHOFF & NOVICK.
FIGURE 2.5-210 LOG OF BORING H-47
BORING H-48
~iM;; I-~=-I'~
~
SURfi\CE ELEVATION 710.0
~ I!I~!;#**
TILL Brown, sUty clay, little flne to
~ 147 S5 coarse sand, trace flne cravel.
!5 11500 lO. l28 37 55 B.5 feet, some fine to coarse sand.
10 28 55 13.5 feet, brown, clayey silt, SOllIe 15 fine to coarse sand, trace fine gravel.
..... l600 l2. 124 15 55 19.8 feet, yellowish-brown, fine to medium sand and silt, trace ... !G ZOOO 22Jl :13 5 55 clay.
OF INTERGLACIAL ZONE 697.0 Dark brown, silty clay, trace fine sand, organics noted.
... 9 55 24.8 feet, gray, mottled brown, silty' clay, trace fine to medium sand, 29.8 feet, greenish-gray, silty clay, ... lt600 ['i. l2S 9 55 some fine to coarse .and, trace fine gravel.
33.~ feet, gray, clayey silt and fine to coarse sand, trace fine gravel.
.,., 8.0 12& 5S OF ILLINOLUI TILL Bro"l1 and light gray, silt and fine 683.5 to coarse sand, trace clay and Cine grave 1.
16I!OO 9.6 ,135 54 55 39.0 feet, ~" to I" thick fine to DIed tum sand seams noted. 43.5 feet, gray, clayey silt some 14400 8.2 !13~ 79 SS fine to coarse sand, trace flne 72 SS gravel. 48.5 f~et, gray, silt and fine to bb S5 coarse sand, trace clay and fine III 300 B. 1141 4b S5 gravel, ..and seams noted. 55 SS 26 55
.. n ll9OO0 n.J 12 S5 57.5 feet, gray, clayey silt, some 4UU Zl.ll I12U 12 55 fine to coars~ salid, trace fine l8 5S gravel.
,,~ooo 9.4 78 SS 59.7 feet, gray, sUt, trace clay and fine sand, decaying organics noted.
63.0 feet, gray, clayey silt and fine to coarse" sand, trace fine gravel. CL
."., ~l800 B.5 I13J 94 55 BOinNC COMPLETED Af :1).0 FEET ON 9/28/16. .... "WATER LEVEL NOT RECORDED *
~I CLINTON POWER STATION
- 1. LOGGED BY I SARCU'l' & LUNDY.
- 2. DRILLED BY I RAYMOtID INTERNATIONAL.
UPDATED SAFETY ANALYSIS REPORT
- 3. TF.sTED BY. WESTENlIOt'F.I. NOVICK.
FIGURE 2.5-211 LOG OF BORING H-48
...Z II)
'" BORING H-49 i
~
uw
~ SURFACE ELEVATION 111>.1 III II) SYMBOL.S WISCONSINAN TILL CL Brown, silty el ..y and fine to medium sand.
15 S5 5H 4.0 feet, br~, fine to medium sand, some silt. 23 SS 8.5 feet, brown, silty clay, some IO~--+---~--~--4---~--+--4--+--I fine to mediUID sand, coarse S ravel noted. D. S feet, thin sand seams noled.
- [
11 SS TOP OF INTERGLACIAL ZONE b97.1> 18000 Gray, mottle light gray, silly clay, trac.e fine sand, organics noted.
!~OO*
1800* 8 S5 II ~IL Gray, c.13yey silt, some fine to coarse sand, trac.e fine gravel. CL "01' OF ILLINOIAN TILL 1>87.1>
~o S5 BruWR. fine to medium sand, trace sill.
1'1400 18 1141 ,I S5
'4.5 feel, brown, nlOttled li&ht
,ray, clayey silt and fine to coarse sand, trace fine gravel.
38.5 feet, gray, silt and fine to c..oarse sand, trace clay and fine
,ravd.
HL 78 5S SW 49.2 feet, brownish-gray, fine to HI> 55 medium sand, little sil t, trace fine 114 55 5M gravel. fa 67 55 49.11 to 49.9 feet, gray silt, trace
~~:~ 1 95 13 17 17 S5 55 SS
"- fine sand.
54.5 feet, light gray and dark gray, silt, fine to medium sand lenses 43 ss noted.
- >5.5 feet, dark grayish-brown, silt, HL little organics (peaty), trace fine 14500: 4J 5S gravel.
~
5b.1 feet, gray, Silt, trace fine sand .. trace organics. 58.0 to 58.1 feet, gray, fine to
."" l- coars~ sand and si1 t .. organics noted.
~8.1 feet, gray, clayey silt, some fine HL to COarse sand .. trace fine gravel.
... CL 59.0 feet, and fine to coarse s ..nd.
BORING COMPLETED AT 65.0 FEET ON 9/27/76. WATER LEVEL NOT RECORDED. ~: I. LOGGED BY: 5ARGENT & LUNDY. CLINT 0 N POWER STATION
- 2. OI\ILLED BY: RAYMOND INTERNATIONAL. UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BY: WESTENHOFF & NOVICK.
FIGURE 2.5-212 LOG OF BORING H-49
1;;1 SIIEM_ ATT_ BORING H-50 ~- ... Ii:::...
~!~ !#i *~i '~i i~
TIIIAIIIIIL Ullfl SURfICE ElL'IlTION 122.9 ~ c'" o II ~ W LOESS Ir_, sUty clay, trace fine sand. 5 TOP or VlSmllSllllAll TILL 718.5 Ir_, fl .... to _di_ sand and silt, trace clay. 7.0 feet. br....... sUty clay. some 10 flne to _dl ... sand. trace flne gravel. 2&00 14.2 20 15 18.5 feet, mottled gray. lO 3900 15.0 23 18 25 TOP OF INTERGLACIAL ZONE 694.4 3100 20.4 07 Dark brOWll. silty clay, trace fine
.~
to coarse sand, fine gravel noted.
*. 22001 II 3).5 feet. light bluish-gray, sUty clay **<>me fine to coarse sand.
trace flne gravel. 6000 TOP OF ILLlNOlAII TILL 68).9
..a lU 132 29 Gray, clayey silt and Hne to coarse sand. trace fine gravel.
4~ 45 - 106 43.5 feet, gray, sUt and fine to coarse sand. trace clay and flne gravel. 2200 8.4 13d t 4500+* 101 55
- t 1300 103 III 60 0142 10 102 61.0 feet. gray. flne to ..edium
... ~9. 50 sand, trace sUt.
4500+- 53 bl.9 feet, gray, silt, some flne to 65 68 coarse sand, t race clay and fine gravel.
.... 14900 7 1 140 62.7 feet. gray. silt. trace fine to coarse sand and fine gravel, black silt veins noted.
63.0 feet, gray. fine to ""'db....
.,. sand, little fine gravel. trace silt *
&3.2 feet. gray, clayey sUt and fine HI. to coarse sand. trace fine gravel.
CL BORING COMPLETED AT 70.0 FEET ON 9124/76. ~: CLINTON POWER STATION
- 1. LOGGED BY: SARGENT & LUNDY.
- 2. DRILLED BY: RAYMOND INfERNATIONAL. UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BY: ~ESTENHOFF & NOVICK.
FIGURE 2.5-213 LOG OF BORING H-50
...z
... SIIUII'- ATTEII8IM B." BORING H-51 ~-
t;t;
§~ ell --..1- LI..n
.=!
II. rf gII! ae~ ..~~'11 "1ft t~ oC ~ UIII
!:4 TIIIAXIM.
I!! III ~ crs ~ ~
!i!!!
I ~~
.:1 SURFACE EL.EYATION 687.4
!~
&lcd r.. Dot
~
Q 0 SALT CREEK ALWVlUM ct. Brown, silty day, little fine to 1600* 17.1 8 55 noedlum sand, decaylng organlcs 5 not"d. U.D 11 S5 8.5 feet, brown silty day and 10 5C fine to c".use sand, little flne gravel. 1:1500 7.4 139 ,,'I 55
~ TOP OF ILLlllOlAII TILL Gray, silt and fine to coarse sand, 676.4 15 ML trace clay and flne IIravel.
6' 55 20
- Soo+- 8.6 36 SS 11.0 feet, orllanics noted.
13 S5 14.1 lOCI 47 S5 7L 21.5 feel, ~ray, Slit, tract' flne to 25 6600 10.8 136 20 5S i"- coarse sand. 24.0 feel, ;ray, doOY"y sUt and flne ML to COaYse s.and, trac.e fine &ravel, 40 S5 CL sand seam$ noted .. 11.6 79 55 11100 8.7 .,9 62 55 lOOfS"SS I-- 5M )6.0 feet, brownlsh-gray, flne to coarse sand, little fine gravel, 4() 117 55 ILHL trace silt. 38.5 feet, gray, clayey silt and flne to coarse Sand, trace fine CL ,rav<!l. 45 55 BORING OO~LETED AT 40.0 FEET ON 9/2&/76.
\lATER LEVEL NOT REOORDED.
60 65 NOTES
- l. LOGGEb lIY: SARGENT & LUNDY. CLINTON POWER STATION
- 2. DR [LLED liT, RAYMOND INTERNATIONAL. UPDATED SAFETY ANALYSIS REPORT
- 3. l'UTliD "SY, WESTENHOFF 6. NOV [ell.
FIGURE 2.5-214 LOG OF BORING H-51
1ft
~
ATTIIIMM § :: BORING H- 52
!i j LUIl'S ~
~Ii ~i[:'~=-.' alack, sUty clay, trace fine to 11 55 _diu. sand, organics noted.
S.) feet, brown, fine- to coarse 10 55 SM sand, s"'"'" silt, little fine to coarse graveL I-- TOP OF ILLINOIAN TILL 675.5 Nt Gray, clayey silt and fine to medium 2/1S" 55 sand, sand lenses noted. CL 16.0 feet, grades to gray. 3/18" 55 lS.5 feet, trace fine gravel. 4 5S 8 55 '--- 21.5 feet, gray, fine to medium sand, _ sUt. 9/IS" S5 ~ 22.4 feet, gray, c:layey silt and ML fine to medi_ sand, trace fine 29 55
"'I SS
~ Itravel.
24.5 feet, gray, fine to medium
~ sand, some silt.
25.0 feet, gray, dayey all t and 5S 86 Nt fine to coarse sand, trace flae
.... 75 SS CL gravel.
122 55 IIOR.ING COMPLETED AT 37. 5 FEET ON 9/29/76
- WATER LEVEL AT S.5 FEET.
~,
- 1. LOGGED BY: SARGENT & LUNDY.
CLINTON POWER STATION
- 2. DULLED BY, RAYMOIID INTE&IIATIOIlAL. UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BY, WESTEIiHOFF &. NOVICK.
FIGURE 2.5-215 LOG OF BORING H-52
....z UI
~~ OCWTRIAXIAL 1 ....
StIEAII STIlEM&TH ATTER8E11i
"- aUl BORING H-53 z_
0 ....
- g~ "WI Ie.OMI'RESSIOIt LIMITS .~ uw
~ .'!: J ~:::
~~1Il ~ 0';, :t u oli!15 ~r!f SURFACE ELEVATION 679.6
~~
~
0 t; :: 0~)( ':;i ~~ Gi~ a .. ~t :
~~8 J w
0 ltif ~ ** f * ~ ~ ~gi l!! IDUI SYMBOLS DESCRIPTIONS
~~
SALT CREEK ALLUVIUM CL Brown, silty clay, some fine to "I 5 5!X** 13.0 l3 SS medium sand~ 500 22.8 100 2 10 13.5 feet, brown and light gray, 15 600 27.1 104 3/20" SS ~ ~ilty cLay, trace fine sand, thin sand and silt seams noted.
~
ll.8 19. H S5 ~ 18.0 feet, brownish-gray, fine to 20 COarse sand, little silt, little 10.3 57 SS fLML fine gravel. TOP OF ILLINOIAN TILL Gray, clayey silt and fine to coarse 659.7 25 sand, trace fine gravel.
"i" CL 450(}t 46 5S
- 7. I 53.1 127 SS 30 ~-
I 35 40 BORING COMPLETED AT 30.0FEET ON 9/2'1/76. WATER LEVEL AT 9.0 FEET. 45 5 55 60 65 70 75 NOTES: .-
- 1. LOGGED BY: SARGENT LUNDY.
.CLINTO N POWER STATION
- 2. DRILLED BY: RAYMOND INTERNATIONAL.
UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BY: WESTENHOFF & NOVICK.
FIGURE 2.5-216 LOG OF BORING H-53
...z I
§:: BORING H-54
~-~~ § SURFACE El£'IIQ'lON 682. Z S\'MIOLS a.
lLLlllOlAII TILL Light gray. _ttled br....... sUty c lay. _ _ Une to coarse sand. trace fine 5
~~ 18 55 gravel.
8.5 feet. grades to gray. and f1 ne to
~1110* 19.1 3 55 tlledl.... saad.
10 13.5 feet. trace fine to coarse sand, 114.8 1112 15 ~ i§," 7 55 ML black silt pockets noted. 14.0 feet. gray. clayey sUt and fine
- a. to coarse sand. trace fine gra vel. thin sand sea_ noted.
..... IllJ) 130 15 SS "tiL 18.5. feet. gray. sUt and fine t o me<l1"", sand. trace fine gravel
- thin sand se_s noted.
- u.o ., 19 55
$V 22.8 feet. gray. flne to coane sand, little fine to coarse gravel. trace
,Sit sllt.
~~
24.6 feet. gray. fine sand. trace silt.
~3.1 U,l 28.5 feet. br_lsh gray. fine t o coarse sand, S~ silt, trace clay
~~ 93 and flne gravel.
29.0 feel. gray. clayey sill. s <>me 1'-500+ H8 55 ~ flne to coarse sand. trace fin e
- a. gravel.
31.0 feet. and fine to coarse sa nd
- BORING COMPUTED AT 35.0 FEIT ON 10/1/7&.
WATER LEVEL AT 8.5 FEET.
~ft
~:
- 1. LOGGED BY: SARGEIIT & WIIDY.
CLINTON POWER STATION
- 2. DRILLED BY, RAYMOND INTERNATIONAL. UPDATED SAFETY ANALYSIS REPORT
- 3. TESTED BY: WESTElIHOFF & NOVICK.
FIGURE 2.5-217 LOG OF BORING H-54
Z 8." u .... BORING H-55
, ~ 687.4 SURFACE ELEVATION-
~2 III ~ "MolanI c.
ILLINOIAN TILL Brown. mottled gray. sUty clay, some fine L to coarse sand. trace fine gra"el. 13 55 4.5 to 4.8 feet. brown, mottled gny, silt, ( trace fine sand. trace clay. 1500 46 SS Gray, mottled greenish-gray. clayey silt. some IOr-~r-~---¥'~~~~--~~--+-~~ fine to coarse sand, trace fine gra"el. 4500-1 60 5S Gray. clayey sUt. some fine to 'coarse sand, trace fine gra"el. 15r-~--~--~4~~4--4--~-+-4~ 31 55 HL 250* 24 55
- Gray, fine to medium sand, trace silt, trace 26 55 5W fine gra"el, little coarse sardo 19.2 to 19.4 feet, gray.sUt. trace fine sand.
1000 12 55 Gray, clayey silt and fine to medium sand, trace 23 55 coarse sand, trace fine gra"el. Gray, fine to medium sand, trace coarse sand.
.. 23 55 21 5S 5W SM trace sUt.
27.5 feet, gray, fine to coarse sand, trace sUt.
.-: ::. 32.5 feet, grades fine to medium Sand, trace 100 55 coarse sand, U:ace silt * , 52 55 34.0 feet, grades fine to coarse sand, trace aU 45O~ 100 55 Gray, clayey sUt, some fine to coarse sand, ~'~~-+__~4~~~_ _~4-+-~ 92 55 trace flne gra"el.
45r--;---+--~--~*-+--4--+-4~ BORING COHPLETED AT 40.0 FEET ON 10/5/76. CASING USED TO A IIIPTH OF 7.0 FEET. WATER LEVEL NOT RECORDED. !!2m: CLINT 0 N POWER STATION
- 1. LOGGED BY: SARGENT & LUNDY. UPDATED SAFETY ANALYSIS REPORT
- 2. DlllLLED BY: RAYMOND INTERNATIONAL.
- 3. TESTED BY: IR:STltNHOFF & NOVICK.
FIGURE 2.5-218 LOG OF BORING H-55
BORING H-56 ~IIN I~i ~i~ Lli suttf'ICE ELEVATION 680.7 011'" ',' Hf ';!- DESCRIPTIONS 11000; sUty, fine to coarse .and,
.ome clay, trace fine gravel.
5 7 55 TOP OF UttMOIAM TILL 676.l Brown, clayey sUt and flne to eoane
.and, trace ~ine gravel.
10 1500* 3 55 Gray, clayey .Ut and flne to medium sand, silt and sand lenses noted. 1500* {, 55 15 1500* {, 5S 9.5 to 9.7 feet, gray, fine to medium 13150; 25 55 ond, SOllIe silt. 9.7 tn 11.0 feet, gray, silt, some clay,
.... 11 'inn; 27 55 trace fine sand, trace fine gravel.
11.0 feet. gray, clayey silt and fine
~5OO" 3& 55 to coarse sand, trace fine gravel. .. , ~~ 120 55 17.2 feet, gray, sUt, trace fine sand
- fine gravel and organics noted.
~~ 99 55 Gray. clayey silt and fine to coarse sand,
.. """~ 96 5S trace fine gravel, coarse gravel not,ed.
26.0 to 26.6 feet, gray, fine to medium
. , sand, trace aUt
- Gray, clayey silt and fine to coarse sand.
trace fine gravel *
.. BORING COMPLETED AT 30.0 FEET ON 10/5/76.
- CASING USED TO A DEPTH Of 10.0 fEET. VATER LlYEL AT 7.0 FEET. ~ CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT !!2!!!:
- 1. LOGGED 8'1': SARGENT & LUNDY. FIGURE 2.5-219
- 2. DRILLED 8'1': RAYMOND INTERNATIONAL.
- 3. TESTED 8Y! WESTENHO'F & NOVICK. LOG OF BORING H-56
.:: ,. I§i~i~
(/) SIIIM ITII tIImI s: z BORING H-51 ~ rRIAIIUIL
~ ~SURFACE ELEVATION 1>90.3
- ~
""(
til ~ -...,.. <II DESCRIPTIONS 0 l"lLL
~~~ ~1.3 n6 Brown, silty clay, some fine to coar se sand, trace fine gravel, organics noted 5
~~O: II II. 22 55 3.5 feet, mottled Ught brown.
7~" ~4.~ 8 SS Yellowish-brown, fine to medium sand , trace
~O to little sUt.
,I. ~ Gray, fine to mediUIII and, trace to little 10 10 55
~~ 1'1 ,"\, 10 55 fine gravel.
I~ 15 ~r,no! I7R 51 55 Gray, clayey silt, aome fine to coa rse sand, ci. trace fine gravel. 11.1 136 ~6 lOO/U"! HL 16.0 feet, grades and fine to co arse sand, coarse gravel noted.
"" 104 55 sit
,'Inn! r-27 SS ML Gray, clayey silt, little fine to ..... dlU111 sand,
- d. trace coarse sand, trace fine gravel.
r-Gray, coarse sand and fine gravel, trace sUt. l2. ~ 21 55
.~O+
84 55
~ Gray, clayey sUt, some fine to coa rse*.and, trace fine gravel.
~50o! "
,"\ ., 121 55 I~ML Gray, clayey silt and fine to coarae sand, trace sit fine gravel layered with gray, f ine tc coarse sand.
"" ,'inn! ' ..... /I."SS BORING COHPLETED AT 40.0 FEET ON 10/12/16. CASING USED TO A DEPTH OF 8.0 FEET. WATER LEVEL AT 8.5 FEET. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
~I .1. 'LOGGED BYI SARGENT & LUNDY.
FIGURE 2.5-220
- 2. DRILLED BYI RAYMOND INTERNATIONAL.
J. TESTED BY, WESTENHOFF & NOVICK. LOG OF BORING H-57
III Z SIIEM STIIEMnt ATTIMIM g~ BORING H-58
,~ .:!
.. ...'>..-s "I!
~
i( LIWTS i! II ~~ T~
-il ~! SURFACE ELEVATION 682.8 o l! ... :: 11- ~ ~ ~e
~ ~ f! GlIII
~ao~L~S~ _________~DE~SC~R~I~PT~ION~~S_______________
2500 ILLINOIAN TILL 1500 17;9 109 13 S5 Dark brown. silty clay. some fine 2500 to coarse sand. trace fine gravel *
Inn .. I.
5 11 55 Dark brown. silty clay-clayey silt. 1750 little fine to medium sand. trace 2500 11 55 coarse sand. 10 IHas' 12 S5 9.5 feet. grades to yellowish-brown. Gray. silty clay-clayey silt. some Cine to medium sand. trace coarse sand. 15 1500 10 55 trace fine gravel. Thin. Cine to medium sand seams noted
- IlO *<n'" h .. 100 5S ML Gray. clayey silt and fine to coarse sand.
SM trace fine gravel. coarse gravel noted.
,o;nn: 43 55 25
,.".., 8.8 1124 50 55 40 45 BORING COMPLETED AT 30.0 FEET ON 10/12/76.
R, WATER LEVEL NOT RECORDED. 55 60 65 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT ~:
- 1. LOGGED BY: SARGENT & LUNDY.
FIGURE 2.5-221
- 2. DRILLED BY: RAYMOND INTERNATIONAL.
TESTED BY: WES'rENHOFF NOVICK. J. & LOG OF BORING H-58
'I
. . . ITIIENI1M
',i1 BORING AH-I rI ~I-:t i!f ~~i~
SURFACE ELEVATION TOP OF LOESS 741.0 Light yellowish-brow. mottled orange, sUty day, trace Une to coarse sand,
~:l0lW 6 S5 organic material noted.
5
- 20. 7 SS TOP OF WISCONSINAN TILL 712.5 10
~/IlI*
Light yellowish-brown, silty day, some Une to coarse sand, trace flne gravel, light gray sUty day seams and Teddish-1L"..... 15 SS brown sUt poc:kets noted. 15 l~.
- l71.nIW 17 63 SS Li&ht grayish-brown, sllty day and fine to coarse sand, trace Une gravel, thin reddish-brow sUt seams noted
- f'. Lunnl ., 7 .. 0 In. HR
- sUt, s _ Une sand. trace clay.
-trace fine gravel.
171.,,'" ff., 30 SS sUty day, s _ Une to coarse sand, Uttle fine gravel. small sand pockets noted.
- h",n 1ld lUI 24 SS -trace Une gravel.
-- '"' 17. 12 ,SS -organlcs noted.
-39.7 to 19.8 ft., silty sand.
lu" .. I~' 13 S5 TOP OF INTERGLACIAL ZONE Gray, dayey sUt, s _ Une to coarse 697.5 sand *
*. 15 SS Greellleh-blue, allty day and Une to 11120 I. I<
coaree salld, UtUe fine gravel. 11.71 n 10 ..
- t.
47 S5 TOP OF ILLINOIAN TILL 687.5 Gray, aU t and Ulle to coarse sand, Uttle fine gravel * .. 60 5S Brown, fine to coarse sand, little fine HA [3800-
" " 1"0 HR. gravel. trace sUt and day.
HR. Light bluish-gray, clayey sUt and flne
~"nn! IILn 122 SS to coarse salld. trace Une gravel.
HA 45001 18.8 121 56.( HR. .... ~;
.. iH 17 5S ru
-thill orgallic seams noted.
, ST
.ftft~
3.0 yellowish-brow. clayey sUt. some fine to coarse sand, trace flile gravel. I~ 20 5S SM Boring continued *******
!!!!I!!
Lo&&ed bYI Sargent & Lundy CLINTON POWER STATION Drilled bYI Raymond International UPDATED SAFETY ANALYSIS REPORT Taated bYI Westenhoff & Novick FIGURE 2.5-222 LOG OF BORING AH-l (SHEET 1 of 2)
.-z fit a: BORING AH-I (cont'd) -.-
~-
~ii! 13- I~~ iii~
~ IW
~::
~.~ SURFACE ELrlATION ~!:
oJ ID~ III I- :.. Jet SVMIOU DESCRIPTIONS 17 SS ST 7S ~ 112.11 20 SS l,ht bluhh-,ray, clayey sUt and flne to eoarse sand, trace flne ~ravel. 80 ~ ~1.2 1.2 ~o. ,111 40 SS ray, clayey sUt, some fine to coarse eL nnel, trace flne ,ravel. 85 ~~ Is.o 174 Boring completed at 84.9 11" SS feet on 3-26-75. Water level at 18.0 feet.
!!!!!! CLINTON POWER STATION Lo'led by. Saraent & Lundy UPDATED SAFETY ANALYSIS REPORT Drilled by. Raymond International
& Novick Ta.tad by. W** t.nhoff FIGURE 2.5-222 LOG OF BORING AH-l (SHEET 2 of 2)
.NIfH BORING AH-2
~m l:t ;i~ .~~ O~ SURFACE ELEVaTION. LOESS 736.7 grayhh-b_, _ttled redd1sh-brow, sUty clay. organic . . teriat 1780 5 55 noted. 5 OF WISCON5INAN TILL 730.7 grayhh-brOllll, ctayey sUt, some I....n 12.( 11.7 6 55 flne to coarse sand, trace flne gravel. 10 15 SA it 1.5 l7.£ 36 5S reddish-br_. flne to coarse sand. flne gravel, trace sUt and clay *
- clayey sUt, some fine to coarse
.... SA 14~ 116. ~o.~ 79 55 sand. trace flne gravel.
-s~ lenses of fine sand.
A b7~ 114.. H 55 PR -, 12 55 -trace organics noted. -. 14000" 126 S5 l-..:~roP OF INTEaCLAClAL ZONE 699.2 ~- sUt. trace fine sand.
-1_ thin brow peat lay.rs noted.
-3" cobble noted at 18.5'.
C MA I!:~ I!~( IU( 130. 4o 555T coar.. sand. sUty ctay. some flne to to coarse sand, 14500 6 8 5S HR ~ .. 14'100 7 2 55 OF lLLlNOIAli nLL
- clayey sUt and flne to coarse sand. trace flne gravel.
683.2 HR 4500l 9.6 79 55
-trace organlcs noted.
C .cn~ 1~ n 6, 9.5 113: HR - !£.~nn: 11~ 48 S5 , clayey sUt, some flne to coarse sand. trace flne gravel. - Boring completed at 69.5 feet on 4-2-75. Water level not recorded. CLINTON POWER STATION
~ UPDATED SAFETY ANALYSIS REPORT Logged bYI Sargent & Lundy Drilled bYI Tested bYI Raymond International Westenhoff & Novick FIGURE 2.5-223 LOG OF BORING AH-2
..~ BORING AH-3
~il~--'~
~;-
1If*~~' lilfil liPdl SURFACE ELEVATION 733.6 1 0 ,," silty c:lay, organics il5()()j1 8 55 5 OF WISCONSINAN TILL 727.1 grayish-brown, silty clay, sOlDe 10 '\In 17. ll1 3 55 fine to coarse sand, trace fine gravel, pockets of organics noted. 15
'MQt 11.A 9.4 9.4 113: 52 55 and light reddish-brown, clayey sUt and flne to coarse sand, trace flne gravel, thin sand seams noted.
'JOOOjI 14.3 12 55
"'"
- aUty clay * *_ fine to coarse sand, trace fine gravel.
i4111M 16 55 1'QUq 3113 1 1440 ~1.7 116 *1 HR 2710 15. !12( 10 55 it.:: 15O()j1 8.8 25 55 --fl1OP OF INTERGLACIAL lOlil 499.2 m brown. clayey lilt. sOlDe organics,
. _ fine to coarae sand, sand lenses 11 55 and organic layers noted.
M'I C 117." !UI<! 08 -37.5 feet, grades to dark gray. n 11000 7 55 IGrealltah-l~ray. silty clay. some fine coarse sand. trace fine gravel.
~Q 12.2 12.6 112~ i39.0 08 - ....--.. ".L~ blulsh-gray, fine to coarse sand,
_ IUt. trace clay, trace flne 66 55 gravel.
- . _ fine to coarse gravel
., 1250()j 1n. 1111 100 680.1 6" 55 14~ 38 55 clayey sllt, some flne to coarse sand. trace fine gravel. .. ~.8 11.6 13 55 HR W' 2e -brown. silty clay veins and grayish-blue sUt pockeU noted.
Inn: 50 55
- il000 12.~ 86 55
!fL SM clayey sllt and flne to coarse sand. trace flne gravel, sand lenses noted.
Boring completed at 75.0 feet on 4-4-75. Water level at 3.0 feet. CLINTON POWER STATION
!2I!!
Logged by: Sargent & Lundy UPDATED SAFETY ANALYSIS REPORT Drilled by: Raymond International Tested bYI Westenhoff & Novick FIGURE 2.5-224 LOG OF BORING AH-3
ij ~il kSr .....,.. ATT_ BORING 'AH-4 ii Ig
~
~!!Ii !ati ;j
~
~..! SURFACE ELEVATION 737.4
~9 "II 0 lid toP OF LOESS Light yellovlah-br_, mottled gray,
.Uty day, maaganeee nodules noted.
5
!ntd P14,t 1413 i200C)11 16. ~2.0 99 ST
~OOC)II 26.8 2 55 toP OF WlSCONSlIWI TILL 731.4 Light yellovlab-brown, sUty clay, some 10 rr. 17nntH lU, 11, ST fine to coarse sarus, trace fine gravel, 2200- 15.0 12 5S pocketa of of&anlc material and flne
!fA 3200- 17.8 117 l.(l 5T sand pockets noted.
II\NW 36 SS 8r_, silty, fine to coarse sand, trace 15 flne gravel, trace clay. Cray, clayey aUt, s _ fine to coarse
.." 52 5S sand, trace fine cravel.
1300C 1.2 10.1 ~.3 1ft( 54 SS 27l1li1 14 5S 2 2800- 16.~ 7 5S
-, lOO1W 16.! 8 SS -and fine to coarae sand, UtUe fine cravel.
40 1.17n i17.( 111 7 55 -little Une to coarse sand, trace fine ST cravel, slit pocketa noted. 1'OP or INTIRCLACIAL ZONE 696. 5 45
~~0Cl' 1* 30 ~~: 11 11 55 Cray, dtt, aUty clay velns noted.
Cray, clayey aUt, trace Hne sand, trace organlc materials.
*. 3~:
27 1255 Greeniah-blue, silty clay and fine to 1360 10.8 11.4 15.1 12( ST coerae sand, trace fine gravel. I~~ t&.2 69 55 toP Of ILLINOIAN TILL 683.9 sa Licht bluish-gray, ailty clay and fine to coan.. sand, trace fln .. IIravel.
-Vl.4 to VI.II f.,*t, 1"nlu' "f fI.If' to 6980 8.3 13 100 S5 111841II1II lIand, little sl1t, little Une 6 ? grevel, trace clay.
Cray, lIilty clay, some fine to coarse lIand, trace fine gravel. 65 Boring completed at 59.0 feet on 3-19-75. Water level at 5.0 feet. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
!!!:!:M Lo"ed by: Sargent & Lundy Drilled by: Raymond International FIGURE 2.5-225 Teated by: Westeahoff & Novick LOG OF BORING AH-4
BORING AH-5
..~rr t I~:1 SMUll ITfIEIIInt ATTEMIM i-Ii
\~ TIIIAXIAL _ LIMITS
'"it il
~ SURFACE ELEVATION 730.8 o 1 iii ~ :: 13- !~~i i... ~~
rI. TOP OF LOE5S Black. mottled yellowish-brown. silty 125.5 190 ST clay. trace fine aand. decayina organic
~300" Ntedal noted.
5 nl:.tJ. p1229 :413 1700 5.5 ~.8 ~2.1 ~2 ST TOP OF WlSCONSltWI TILL 724.3 Bro..... silty clay. s _ Une to coarse 10 1500 it.... " 555 sand, traee flne Iravel, pockets of IG ~500 2.6 128 5T oraanic material noted. 15 ~~ 12.1 22 S5 Gray. clayey sllt and flne to ..dium sand, traee Une gnnl, .025 foot thick sand lens.s noted. to It.~ 27 55 Gny. clayey sUt. s_ flne to coarse sand. traee fine aravel. 42001 14,f 20 S5 -little Une to coarse sand. 25 .... 7300 1.1 ~6.7 12.1 126 lZ 55 13O()()i 14,2 16 55 TOP OF INTERGLACIAL ZONE 692.8 40 1320 in 58 Z3 55 Brownish-black, organie clayey aUt. 2.100 i17_ 12 S5 Gray, sllty clay, __ flne to coarse 45 aand. traee Une aravel. 1455 Liaht bluhh-aray, fine to coane .and, s _ fine aravel. a_ sllt and clay. 20001 13. 13 55 TOP OF ILLINOIAN TlLL 676.3 55 ML Gray. elayey aUt. a_ flne to eoarse sand. traee flne gravel. 60 ~m' .~ 1~' 46 55 Boring completed st 60.0 feet i on 3-19-75. Water level at 4.0 feet. 65
!2!!! CLINTON POWER STATION Lo&&ed bya Sargent & LUDdy UPDATED SAFETY ANALYSIS REPORT Drilled bya Reymond International Teated by, Weatenhoff & Novick FIGURE 2.5-226 LOG OF BORING AH-5
SMUll srM:1IIIifH ..TTEllaIM BORING AH-6 aW
"'au, if ~
~~ Eii ~ LIIIIITS-TRUIIQIII._ SURFACE ELEVATICH
~!!:t I!~ c2 '~i
~W i :l~
0 TOP OF LOESS Brown, sllty clay. trace fine to coarse 500* ~o.5 sand, pockets of Une sand and organic 5 _tedal noted. TOP OF WISCONSINAN TILL 731.4 10 Licht reddish-brown. fine to medium sand. trace sUt. Uace flne gravel. 1()()()11 22,0 46 15
...., 7580 9.9 136 44 Gray. clayey stlt and fine to coarse sand, trace fine gravel.
25 MA 4O()()!I 2.2 13.8 111.9 12 'lIJ 30
-s_ fine to coarse aand. black silty clay aeem. noted.
440()1l 11l.~ 24
*. 3050 llt..~ 12( 19
<10 I 32()()!1 2.1 13.6 U .. 5 16 -pockets of black organic lIIaterial noted. I 11 45
., 43O()i1 11.1 40 TOP OF INTtaGLAClAL ZONE 685.4 3460 1",3 lU 24 Greenla,,",&ray, clayey lilt. __ flne to 55 coarle land, trace flne gravel. thin se... of black orRanic material noted.
Gray. sUt and Une land. trace clay. 4~ 16..'1 43 trace fine &ravel. TOP OF ILLINOIAN TILL 675.4 Gray. ailt, __ clay. acme fine to coarse 970 11 13 51 65 sand. trace fine gravel. Boring coapleted at 64.0 feet on 3-18-75.
.Water level 8.5 feet.
~
Logged by: Sargent & Lundy Drilled by: Raymond International Teated by: Westenhoff & Novick CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-227 LOG OF BORING AH-6
,..I! ..... _ ", o T_ _
¥., :: I~
.... ATTEII8IIIIi LIMITS
~ii ql
~
ii
~
i(IIfl BORING AH-7 SURFACE ELEVaTHJN 732.3 DESCRIPTHJNS TOP OF LOES5 Medi_ brown, .ilty clay. TOP OF WI500N5lNAN TILL 728.3 5 Medium to light brown, IIIOttled gray, silty clay, s _ fine to coarse sand, little fine gravel, silt iItlC)Ot 1.' 21 55 pockets noted. 10 15 IG izlZO 11.9 7 9 11 111 5T Gray, clayey sUt and flne to coarse sand, little flne gravel, silt and sand pockets noted. 2.0 Itt400t 2.7 46 55 Grey, sUty clay, some flne to coarse sand, trace fine ,gravel, reddi.h-brown flne sand pockets noted. 12170 L1.2 123 38 55 2
~100a 11.8 19.( 6.0 31 55
- ~500* 4.9 28 55 Z1 55 ..0 000* 7.9 58 5S TOP OF INTERGLACIAL ZONE 1192.3 Brownish-gray, silty, fine sand, trace
. .dium to coarse .and.
2490 Q.'j 109 23 5S 45 Dark aray, silty clay, little fine to 2000* 14.6 24. ~1.4 104 ST coarse sand, tiny silt pockets noted. 2510 IlL6 1111 22 5S
-trace fine to coarse sand, tiny sand pockets and organic material noted.
3820 0.4 132 37 55 TOP OF ILLINOIAN TILL 678.3 55 Gray, clayey silt, some fine to coarse sand, trace fine gravel. 60 Boring completed at 55.5 feet on 3-19-75. Water level at 6.0 feet. 65
!!m!
Lolled by. Seraent & Lundy Drilled by. Raymond lnternetionel Te.ted by. Weltenhoff & Novlck CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-228 LOG OF BORING AH-7
"'l. BORING AH-8
'!I~-; i! ;i~i~ SURFACE EL£VATION 728.1 TOP OF LOESS Ligbt, orengiab-brown, _ttled, 81lty clay. 5 TOP OF WISCONSINAN TILL 722.1 Li&ht brOWll, silty, fine sand, trace
!4~ In. 17' ST medii.. to coarse .and.
Reddish-brown, silty clay, some fine to coarse .and, trace fine gravel. I~~ loe L ,. 21 SS
-14.0 feet, grades to gray
- 15
.... :4~ 112.2 45 55 -19.0 feet, near vertical silt seams noted. A 11QOOj 11 "" 84 SS IrOWlliah-gray, ailt, little elay, little fine to coarse sand, traee fine gravel, . 3340 11I.. l lu 36 55 thin sand ae.alS noted. Gny, aUty clay, aOllle fine to coarse sea4, trace flne gravel, thln 81lt ..- 1310C)1 10 55
...... and Uny aand poekpu notad.
-- 11OOC)1 1'5.l 23 5S TOP OF INTERGLACIAL ZONE Dark brown to blaek, organlc clayey silt, 688.1 trace fine to coarae sand, flne gravel 2Il1&0 12ft. Itn. 27 5S noted. Llght bluish-gray, ailty clay, little flne to coarse sand, ailt lenaea noted.
- . 37 SS Gray, .ilty, fine to eoarse sand, trace flne &Tavel.
.. 4560 111L6 11]1 39 55 TOP OF ILLINOIAN TILL Gray, clayey .ilt and fine to coar.e 674.1 8M
.ead, trace fine gnvel, bLack organic
~.
..teTial IIOted.
Boring completed at 55.5 feet -- 011 3-18-75. Water level at 5.0 feet *
!m!
1o"ed byl Sargent & Lundy Drl1l.d bYI Raymond International CLINTON POWER STATION T.lt.d by. W.atenhoff & Novlek UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-229 LOG OF BORING AH-8
ii,i ~ ~ BORING AH-9
~ i~
I~' SURFACE ELEVATION 736.0 0 '~ I~ i TOP OF LOESS Ih:own IIIOttled gray, silty clay, trae:e 115O()'1 24.9 8 SS fine to medll1111 sand. pockets of 5 or&ente: material aote~. TOP OF wtSCON5I1W1 TILL 730.0 ItMIW 2o.C 7 SS Grayish-brown, silty clay, some fine 10 to e:oarse sand, trace fine aravel,
, ... n ,e black or&anic material noted.
~30 ~2.1 .~.
ST 15 ~~ 10.7 55 SS Gray * .attled reddish-brown, clayey Silt, __ fine to coarse sand. trace flne
&ravel, thln silt se_ noted. ..... 1144C 9_6 1.16 38 SS -trades to aray.
ill.4 17.6 9.4 48 SS -little fine to coane sand, sUt lenses noted.
... 7550 12.6 12~ 3555 .. tH 15 SS H: ~~ 9 SS -pockets of black noted.
oraan~c material IAon n ,.,. 15SS TOP OF INTERGLACIAL ZONE 693.5 Dark aray. clayey sUt. trace flne to coane .and, . _ orlanlc material noted. MA
'" .. 65S Greenleh-Iray, .ilty clay and fine to coarse .and. trace fine aravel.
~
ST
., 14SS Bluish-,reen, stlty, ftne to coar.e sand, trace fine &raval.
Liaht ,reanish-Iray, silty clay and fine TOPtS,cytffloffRdtItlace fine aravel. 677.5
~
- 1.'1' 58SS
.and.
~A Gray, clayey silt and fine to coarse 8M trace flne &ravel.
.. Borlns completed at 60.0 feet on 3-18-75.
.. Water level at 8.0 feet
- CLINTON POWER STATION
!!2!!! UPDATED SAFETY ANALYSIS REPORT Loc&ed by. Saraent & Lundy Drilled by. Raymond Intornational Te.ted by. We.tanhof! & Novick FIGURE 2.5-230 LOG OF BORING AH-9
u.nt BORING AH -10 5- _t- ~! I~ ;;ri~~5~ i~ SURFACE EL£VATION 7lS.9
.J o
TOP or LOESS Brown-ottled cray, allty clay, traee flDe to coarae aaDd, orcaDlc _terial 5 12QO()j 121 9 55 DOted. TOP or WISCOMSIlWl TILL 730.4 Reddlah-brown, allty clay, aome floe to I11QOj coene aaDd, trace fioe cravel, a_d 10 '1'I..f 2455 pockets, aUt YelD" _d oreaDlc
~1.6 9.5 [12.1 $T _tertel Doted.
-credea to Crey 15 ~ 116 5S Brown, flne to ..diu. aead, some allt, black orcenlc _tertel noted.
-- SA lUg 11**0 65 SS
-cradee to crey.
-Uttle lilt, trace fiDe crevel.
*. ~soo1 455S Gray ailty clay, ~ flne to coerae aead, trace fl.. cravel, .ead pocketa
*. 12510 '14. 1126 2455 DOted.
-thlD allt .e... DOted
- 131001 ~4.e 11 S5
-aradea to cleyey allt.
11160 ~2.4 11.5 ~,. i l eM Sf
~~ 19 SS TOP or INT!llGLAClAL ZONE 692.4 Dark aray, clayey .llt, trace floe to
~ r12~ 15 5S coerae .and.
~ IU.1) 1104 10 SS Gre..lah-aray, allty clay, la.e floe to coer.. lead, trace flDe cravel, I_d HIt 5T l_e" Doted.
~ rtl2 34SS
.., 4~ ** 3 53 SS TOP or ILLINOIAN TILL Grey, cleyey IUt, lome flne to coar.e 682.4 lead, trace fine cravel. - BoriDC completed at 60.0 feet on 3-17-75. - Water level at 7.6 feet. CLINTON POWER STATION
!!2l'!! UPDATED SAFETY ANALYSIS REPORT Loud by! SuCnt & Lundy Drllled by! ReymoDd IDternationa~ FIGURE 2.5-231 feated by! WeateDhoff & Novick LOG OF BORING AH-10
...... BORING AH-U
~ i!~ SURFACE ELEVilTION 739.2 l;t DESCRIPTIONS aUty clay, trace fine 5 101' OF WISCONSIIWI nLL 733.2 Graylah-browo, allty cley, aoee fine 10 R3OOfo 1.4.1 17 SS to coarae aencl, tr_ fine cravel, oq_ic _tadal DOtad. 15 h840 ~1. ..... 26 ss -Cradea to cray.
.... SA 1.9-' 110.0 22 Mecliia cray, ftlle aUlcl, s _ "'dllllll to coane sand, trace sUt, trace fine craval.
~ 1.-1 33 SS 23 SS Gray, aUty cley, some fine to coarse I2AM* , .. 23 ss aUlcl. littla fine craval. orcelc
_tedal ed aUlcl pockets noted. - 111.6 ,.... .. ST Gray. aUt and fine aed, trace flna cravel. trace cley. - ~ u 44 ss Gray. clayey allt. aa.. fille to coar.e aUlcl. trace fine cravel, coarae cravel DOted. 26 ss I, 10Q()j1 126. 35 ss 'l'OP OF IIITBRGLAClAL ZONE 690.2 Dark cray. allt. trace clay, trace fine _. 13500t I'l.Q aencl. Blulah-cray. aUty clay. aoee flne to C08r.. aed. trace fine cravel. .. 110.6 11.4 17, I' ST
~20Ot ~7.4 36 SS
.., ss 101' OF ILLlNOIAlI nLL 674.7 I"JUUI' ~O. Nt Madl_ Cray, clayey aUt, some flne aencl. fine cravel DOted.
101' Inc completed at 66.0
- feat on 3-18-75.
Water tevel at 8.5 feat. CLINTO N POWER STATION
!!2!!!
Loued by! Saqent & Lundy UPDATED SAFETY ANALYSIS REPORT Drilled by! Raymond International taatad by! Weatenhoff & Novick FIGURE 2.5-232 LOG OF BORING AH-ll
BORING AH-12 ~J- I~i SUIRCE ELl'taT1ON nz.z o ~ .. Ye11ovlab-b~ . .ttled ,~ay **llt, I LliG 17 12".8 2"" ST flue ,~"'l ... cla,. lhtU flIIe to coa~....... oraaalc . .te~lal
~0CJ0t ~O.( 'IS _ted.
10 L290 IH.o 10.1 l8.' In 1 7SS 'lOP or VlSCGMSUIAII flLL 723.Z Ll,ht 11_. . .ttld U,ht ,ray. cla,., Illt . . . . . flaa to coa~ae II InoM ~ 4' SS Iud. trace fbe ,ravel. Ll&ht ,~e,. Illty clay. loa. flne to coar _ ted. t~_ flne "ravel. IUt - 5200 13.l L2" 31 SS I'I~ l~ ** us lOSS 126001 22SS
~ 14.1 22SS .Iud pocIreta _ted.
... it'llWI L5, 21SS 112'11) 1r.5 ,61 33 SS 'lOP OF IIITIRGUCIAL ZOIIE
- 688.Z lledl_ b _ to dark br_. or,_toc clayey IUt.
., 18 SS C~eanllh*lra,. al~ cla,. loae flue to coane .... r"t~ac. flne Ira... l *
., I9to 11.1 18.9 ... II Sf C~la""blue. aUt, c~ and flu to coa~ ..... llttla~lne I~"'l
- 1_
- ud pocuta _ted.
IIoWlj 8Z SS 'lOP OF ILLlHOWt flLL 673. Z IlL lledl_ lray. cla,.y ..Ut. fLne to coarae aud. trace flue ,rawel. Iodq c0lllP1eted at 60.' reet 011 3-17-75* weta~ level at 3.8 feet.
!!2!!!
Loaed bYI Saqeut & LUlidy CLINTON POWER STATION DrU1ed byl a.,-d IatematlODal UPDATED SAFETY ANALYSIS REPORT Teated byl weateaboff & NOVick FIGURE 2.5-233 LOG OF BORING AH-12
IIIUII ITtIIM1N I An__ ~ BORING AH-13 'II ... !! :~-I!' ~im;1 51 id T~ LUIITI ~ SURtrACE ELEVATION 738.8 TOP OF LOESS Reddlah to yellovlsh-brOWll *
- ttled 1200 ~2.6 1014 7 55 eray. sllty clay * .aae flne to coarse 5 sand. pockets of oreanlc . . terlal DOted.
TOP OF WISOONSINAN TILL 731.3 10 1440 113 ** 126 1655 trOwel *
- llt, cla,. and flne to cosrse
, aand. trace ft. . aruel. aUt se .....
end pocket. DOted. 15 I. \0/lIl 16 98 1 21 55 Grey. cle,e, aUt. _ flne to coarse
.and, trace U . . aravel.
210 1OO()jI U.6 5255 Gre, *
- 11ty, flne to coarse .end, tTace Une cravel.
3750 10.~ 1~ 2855 GTa,*
- 1lty clay. _ flne to coarse 25
.and. litUe fine aravel. thb BUt
.e... uoted.
e, ~~ It. 4555 -11ttle flne to coarae .sud. trace flne Cravel. .025 foot thlck aaDe! 1 _** Mted.
-, !:lAoo.I 17 55 - _ fine to COBrae sand. lilt snd 2770 1.6 15.0 14.14 12 ST .and ..... DOted.
2800- 14 1455 <10 45 5010 U~ 12 4~ 2555 -and fine to coarse sand, little flue eravel. thiu ae_ of brOWll organic _. 21SS _teriel. 2§60 n.1 12: 1655 - _ flne to coarse land. trace flue 10 erevel. Ior1ae caapleted at 60.0 feet 65 on 3-17-15. Water level at 7.6 feet.
!9!!! CLINTON POWER STATION Lo".!! by. Sareent & Lundy UPDATED SAFETY ANALYSIS REPORT' DTllled by. Raymond InteTnatlonal Tested by. Weateaboff & Movlck FIGURE 2.5-234 LOG OF BORING AH-13
BORING AH-14 ,:~ ;~'n~i~
~
735.9 r~ 10' or WUS Light graybh-brown. IIOttled reddbh-b_. aUty clay. trac. Un. aand.
~UO 6 55 5 pock.t. of organic mat.rial not.d.
roP or WISCONSIIWI nLL 729.4 Brown. clayey .tlt and fine to coars. l1.8 9.9 L2..4 13SS 1&Dd. trace fin. graval. silt poCketl 10 aot.d. 4670 ~1.0 14.8 11 I; ST Cra,. clay.y sUt **_ Une to coarse 15 ~~ l2.3 24 SS land. trac. fin. gravel. pockets of bLack organic material noted. Cra" dlty clay. 1_ fine to coane .... ~930 I .. 17" 23 55 lead. trace fine gravel. sand POCketl and lilt leama not.d.
-POCketl of organic material not.d.
~ 14.1 20 SS -thin .and se... not.d.
4480 36SS It400II L2..7 lOSS L2..9 28 SS 4300* Ll. 2 21SS ST 36SS 12 1\,1 117 ST ., -grad** to clay.y silt, bluilh-gray
=
r.5OOt Ll.O 28 SS Illty clay v.lnl, tiny .and pocketa
&Dd d.caying vaocI frapents noted.
-grad** to lilty clay. sand ..... noted.
." 17' 18 55 roP OF INTERGLACIAL ZOIIE 675.4 Bluiah-gray. fin. to coarse sand, s _ fin.
gravel. silt pockets and silty clay 26 SS plec.a not.d. - Boring completed at 65.0 f.et on 3-14-75. Wat.r level at 3.4 feet. Loc&.d by. Sarg.nt & Lundy CLINTON POWER STATION DrUlad by. Ilaymond International UPDATED SAFETY ANALYSIS REPORT T.lt.d by. W.at.nhoff & Novick FIGURE 2.5-235 LOG OF BORING AH-14
iti-II BORING AH-15
. . . tnIEIII1M if At;~:-
3i ~i'18 '"if i~ T-. SURFACE ELEVIII'IOH 733.9 o ~ :: 1:1- I 460 -~ 92 555 5 0727.9 10 2710 U.3 L), l~ 2~ 18 55 ftnntw 57 55 trace fille send. trace 15
.." 411oC1 ,12.1 10.( 111 l2S 31 SS 2
I"*,, ' M 1440 2.4 13.0 14. 12 ST
*. lU. 11n_ LOU 23 55 flna to coaree .end. .ome fllle Ira.. l. little aUt. trace cley. *. I12C1O' l3 14 714 1455 Ir "77 Z880 137C1O' Z2 55 5.' 15.8 ~~( ST cleyey aUt. trece fine s...s.
45 1()()()1 2J.3 8 SS -.ame fille to medium ...d. trace fiDe Irayal. TOP 0' llITEBGLACIAL ZONE 687.9
- n ty clay end fine to
*. l7n 16 SS coane ...41. fine lravel noted.
11_" 179~ a 96SS 680.9 ML 8M IB11.1etl-&1~ay. clayey aUt end fille to coarae aaad. trace fina Irayel. 60 It.~ 64 55 Borilll completed at 60.0 feet 6!5 011 3-13-75. Vater level at 13.0 feet.
- 1. Loaaad by. SUlallt & L""d, BIlgilleus CLINTON POWER STATION
- 2. Ddlhd by. RaytDOlld IMulleHOIIe!
UPDATED SAFETY ANALYSIS REPORT
- 3. T.. tad by. V.. tallhoff .,. Noyick. Illc.
FIGURE 2.5-236 LOG OF BORING AH-15
itiII BORING AH-16 IHUR Sf1IIIII1H ATTWIIIII l L ....
~
!' ~ii flh T~
SURFACE EL£WI1lON 737.S o ~:~ TOP OF LOESS Iftyi.h-br_. IIOttled reddish-10 l3O()j 27) clayey allt. t~ace fl.. to 5 b~.
,gdArwfBas.-uU nodule. lIOted. 732.0 Irayi.h-br_** Uty clay. little 10 3180 5.1 11.7 1608 111 to coarae ..... trace fille Iravel.
15 320CJj lao 12 ti1~:~a~rlah-"~1Il ... b~, sUt. little trace clay. fine Bravel to 33O()j 138 25 allty clay. aa.e fine to coarae
."'6759 1440 U.4 8.3 sand. trace nile Iftvel.
Z 4'iOOl 62 -and ftue Bravel. 1'1140 1106 rill -trace fi... Bravel. 17320 1"'. !~;n 1440CJj us 40 4m 45
,... , 'lC .,. 31 2030 2.0 14.3 14.1 12C luQOj 11 -thia oqanlc layen noted. ~
TOP OF IIllllGLACIAL ZOU 684.0 4150 214 20.0 12s! 10.3 55 Liebt blulah-I~ay ... Iray. clayey aUt. trace n ... to . .411II1II .and. Ulle Iravel. and ore_ie.lUtedal noted. 250CJj tg.1 6 Greenish-blue. aUt,. clay, a_ fine to . . .I_ ...... f .... Iravel noted. 15 16.2 lao 39 60 TOP or lLLll10W TILL 673.0 Blulah-Ira,. IDd bra.D1ah-sray. fIne to . . .1_ ...... Uttle aUt. 4500! SM G~ay. clayey aUt ... n ... to coane
..... trace nne aravel.
BoriftS ea-pleted at 70.0 feet OIl 3-11-75. Vater level at 12.5 feet.
- 1. Loa&ed bYI Sa~seat & Lundy Enainee~a CLINTON POWER STATION
- 2. DrUled by. Ilapolld IntemaHonal UPDATED SAFETY ANALYSIS REPORT
- 3. Ta.ted by. W..teahoff .nd Novick, Inc.
FIGURE 2,,5-237 LOG OF BORING AH-16
BORING AH-17 n.,,-. _
...,. I'fMftI1II ATTDUM
~iI LMTt
~ I!~ 5ii ~
.. i L~ SURFACI EI.EVATIOH 736.5 crapab-br_tllOttled llcht redcllab-b_, aUty clay. trace 5 IG 940 n.4 11 7 55 n ... .-d. "111_** DOCIu1es noted.
TOP or WlSCONSIIWI TIlL 731.5 c1a,., .Ut and fine to coane Il~ 4.7 3.0 169 II S S . - d . trace fine cuve1, . _ fine to 10 SM coarse.aad leD*** noted. 15 MA 113001 lC1.5 I56i. 34 S5 -cradea to eray. 20 I",VI lIo_n
" II S5 da,., .Ut,
.aad. trace flne cravel.
.ome Hne to medlum 32 5S 2
~5001 33 SS .11t, clay, .ome flne to coar**
.-d. trace flne crave1, trace I~ :'225 1440 1.4 6.1 U 12 IT oqaalca.
7190 24 SS Il5QOj 11 SS -f1... .-d ..... not.d.
..0 m
2880 3600 124.9 16.0 IT
~
~ 13.4 20.3 or 11 8SS TOP Ilft'ERGLACIAL ZONE 693.0 45 blulab-cuy. cta,ey .Ut, Uttle lM h~t I~.... Ita In 16 SS .11ty clay, coar.. aaad, trace flne cravel.
.ome f1ne to
-. llow II.' 106 SS 'l'Ol' or lU.lMOlAII TILL ra" claJWy .Ut ADd fine to coarse 683.0 SM
.-d. trace nne Irave1.
60 ~~ 17 7 10Qll' 5S 801'1111 completed at 59.4 feet on 3-12-75. (6 Water level at 5.0*feet.
- 1. Lo"ed by. Sarcent & Lundy Bn&ln** r. CLINTON POWER STATION
- 2. Drl11.d by. Raymond Int.rnatlonal UPDATED SAFETY ANALYSIS REPORT
- 3. f.atad by. W.ateaboff aad Novlck, Inc.
FIGURE 2.5-238 LOG OF BORING AH-17
BORING AH-18
'ill;; 1,1 i'~
I-~~ I~l SURFACE EL£VATION 739.4 0 sUty clay. 735.4 5 24CJOj1 IV 6 SS 10 l]9O L2.4 L2.6 lU lu~ 9 SS 15 ilU.
..,~
~Qft 34 ss sllty, fine to ..dium salld and clayey sUt, trace fill. gravel, trac. oqeaic**
ISA luu 8.5 58 ss fine to ..4i_ saud, trace sUt,
... M.\ ldlCl L1.1 1lL'- 2555 fille grav.l.
clay.y silt, .~ fille to coar**
* !NO lu inc .. A. ST .and, little Una graVel, black 100 org_ic sanel a* *a IIOt.d~
?SS Una to coars. . .lid, little dlt *.
fin. gravel, trace clay.
!~~SS
~
- L2.~ 6.]
~~ 68 SS clayey .ilt, a~ fine to coarse sand, trace ftne gravel. thill .alld
** _ noted.
100 12:JOOj 12.5 -;wSS -thin silt and fine to coarse sand se_ noted.
.... 132001 41 SS
--" ~ , Ita. .\ TOP 0' tMTr.ru:LAClAI. ZONF. ('(12.4
.... ST Cray, allty clay, little flne sand,
,,~
trac. fin. grav.l, silt ..... Iloted *
- 121I00I 1555 silty clay and fille to
..lit_ aand, trace fine gravel.
- 190 SS little fine
-- lldoo TOP OF ILLlMOIAlI TILL clayey silt, some fine to coarse
**lId, llttle fine gravel.
675.9 Boring cOlllPleted at 64.5 feet 011 3-11-75. Water lev.l at 13.5 fe.t * .!!2!!! r=-=-....
- 1. Logged by. Sargeat & LUDdy J:ngill**rs . CLINT 0 N POWER STATIO N
- 2. 1k'111.d by. ",.and Illt.maticmal UPDATED SAFETY ANALYSIS REPORT
- 3. T.. ted by. We.teahoff and NoVick, Illc.
FIGURE 2.5-239 LOG OF BORING AH-18
BORING AH-19
~.iJ- I;~~t
~
SURFAC£ ELEVATION 737.0 6~ U.1 7SS 731.6 5 10 '1n
,, 9.~ L6.1 IZ~ 15 55 trace fine 15 SA 16- llO Z2 55
..., 112.1 .ilt, littla fine to . .diu. aand, trace fine cravel. trace clay.
"In ,. " Ill" ,., .."
..... aen I""". 20 SS cia,., alit &ad allty clay. layared.
_ fi1le to coar. . .and. traca fine to M\ H.' Ittn l'. IT coar.. Cr... l, thln aand seems notad. TOP or IIlTl!llCLACIAL ZONE 1191.5 ZZOOfl 14. ~6.1 !1011 clayey .llt. lillie fla. to
..diu. aand, trace fine cravel.
I,u" lu, 'to. 1
~ l- -47.0 to 48.0 feet, boulder.
Blullh-Cray, .Uty clay, _ fine to
-.dlu. sand, fine crave I noted.
TOP or ILLIIIOIAR TILL 683.5 i " " ' " L1Cht blul.h-&ray, clayey slit **cae flne to coarse sand, llttle fine cr... l, ...11 sand pocketa noted.
"' B _ and cray r fine to coarse sand, little fine Cravel, little aUt, trace clay.
Iorlae co-pletad at 59.5 feet on 3-11-75. Water l..,al at 11.0 feet. !2!!!
- 1. Lolled by. Sarceat & Lundy Eagineers CLiNTO N POWER STATION
- 2. Drilled by. RaytlOnd Intemational UPDATED SAFETY ANALYSIS REPORT
- 3. Ta.tad by. Weateabof! and Novick, Inc.
FIGURE 2.5-240 LOG OF BORING AH-19
BORING AH- 20 ii ie SMEM STlI£MmI ATTERIIEM
~~
al! LIMITS ..If. ~ a!i TIIIAIUL
~I! ~ i!'
SURFACE ELEVATION HII.8 0 ::r~ SiB "u
~..ddl.* II"ln'OWI~, mottled grayish-brown *
- ilty chy. trace fine "revel, trace II IG 740 2711 9~ 6 SS fine .and, trace organlca.
TOP OF WISCONSINAN TILL 733.8 reddhh-brown, silty clay and fine to eoane .end, little fine 5O()j 6 55 10 gravel. trace orsanics. 15 11130 IU.4 11 '_II il6.'l 11U 8 S5 to coarse 20 SA. 8,8 l12 21 55 fine to coarse sand, lome fine to coarse gravel, little sUt and elay. 27 55 25
~
.. 11_7 11lt.l 1121 57 55 ** ilt, trace flne sand, trace clay.
11200 31 55 Gray, clayey silt, some fine'to coar.e
.and. little fine gravel.
40 I ]:HO 11"-2 12' 27 5S -black organic seame noted. 11470 14.3 113 6 11'1l l19 10 S5 TOP OF INTERGLACIAL ZONE 695.3 411 Gray, clayey silt, little fine to medl\lll sand. trace fine gravel.
.. 12500 9 S5 Greenish-blue, -sUty clay, some fine to coar.e .and, trace fine gravel.
511 4200 U.s 57 55 TOP OF ILLINOIAN TILL 695.3 ML SM Bluish-gray. clayey sUt and fine to coarae sand, trace fine gravel. thin 60 131 5S aand ae_. noted. 85 Boring c0l1lp1eted at 60.0 feet on 3-13-75.
- Water level at 5.6 feet.
- 1. Logged by: Sargent & Lundy Engineers CLINTON POWER STATION
- 2. Drilled bYI Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Teated bYI Weatenhoff and Novick, Inc.
FIGURE 2.5-241 LOG OF BORING AH-20
A"_
~il i!1;t
_ _ ITIIEIII1'M BORING AH-21 I!' ~ii *jl il ie LItIITI "I! ~ SURFACE ElEVaTION 737.3 TOP OF LOESS Grayish-brown, aUty clay, trace fine sud. LMM l2en 6 55 TOP OF WISCOM5IHAN TILL 714.8 Reddish-brown, IIIOttled gray, sUty cLay, 10 1110 Ine 12l 855 trace fine to coarae sand, pockets of organic .. terial noted. 1& SA It&.4 1.0 30 55 Reddhh-broWII, aUty, Une to COSTse sand, trace fine gravel, organic material noted.
~820 11,0 12~ 2855 Gray, al1ty clay, some fine to coarse m.
aud, trace flne &ravel, sand and slit seam. noted. 2 13'I001I 4755 .~ 2855 Gray, fine to coarse sand, some fine gravel, trace slit. .. 35()()j1 1755 Gray, silty clay, ao- fine to coarse sand, trace fine gravel. 990 2.8 ~2.7 ~'O 12l ST 40 200Q;1 1110.2 1455 -little fine Iravel, thin sand seams noted. 3360 h'l t~ 1555 -trace fine gravel. 4&
\t.ooo. 3155 12'I001I 111.0 1155 TOP OF INTERGLACIAL ZOICI 682.3 11690 12. 8.0 1l7.6 l1l ST Dark ITay, ailty clay, some fine to coaTse 12940 12. 121
- 3 116.9 11 aand, fine gravel noted, organic mateTial
,." 122Q()j1 n.' 1055 and alIt ae... noted. GTeeniah-ITay, ailty clay and fine to coarse sand, tTace fine gravel. 15 ~~ 8.5 8155 TOP OF ILLINOIAN TILL 673.8 Grey, clayey sUt, some fine to COaTse sand, tTace fine ITavel. - Boring completed at 65.0 feet on 3-18-75. Water level at 4.3 feet. CLINTON POWER STATION LoUed by. 5ulent & LUfldy UPDATED SAFETY ANALYSIS REPORT Drilled by. Raymond International Tasted by. Weateahoff & Novick FIGURE 2.5-242 LOG OF BORING AH-21
en I-Z is en u .... BORING K-I
..J SURFACE ELEVATION " 71 * '/
~~
CD en E 5~~---+--4---~-+--4-~-+~ HL I8ruwn, siltyelay, trac .. fine to ('onrse sand, traee fine j\r.wl'l.
'0 TOP OF OUTWASH b61.4 BG SH 18rown, flnc to coarsl' sand, 15 SA US traee fine gravel, little silt.
rsw-18r<>wn, fine to coarse sand, 20 SH t race silt, U:ace fine grav!!l. BG SA &.7 25
.;; r---
TOI' O~* lI.LlNOIAN 'rlU. TI HI. ~:r8Y, clayey sUt, trace fin(' to n.edium sand, traee fine grnve 1.
- Boring completed at 30.0 feel on 3-20-15.
Water level at 12.5 feet. 40 45
-~
55 60 65 I. Logged by: Sargent I>. Lundy En!; i n""rs CLINTON POWER STATION
- 1. Urlll",1 hy: KnYlllond Int(',w'llo',,"
UPDATED SAFETY AN.\L YSIS REPORT "\. f",*xlt*ct hy: Wt*sl(*uhul f :uul Nuvick, 111(". 1,_ CUII'IJlu,tlun nlld rt*I:lllv(* (if,uNlty FIGURE 2.5-243 Ic.,.;l~ p"rf.. ,....*" Of. bulk ~:t"'I'I,*s fr_ 1().~ to 2'.5 f.*", .I(*,'lh. LOG OF BORING K-l
...z
<J)
B ... 0
<J) BORING K-2
..J
~ ~ SURFACE ELEVATION 670.~
CD <J) INUAnI c: DESCRIPTIONS CL TOP OF SALT CREF.K Al.I.UVlUM AG HL ~r"wn, silty clay,' trace fine sand. 5 TOP OF OUTWASH 665.0 SA 2Q5 Be SM IBruwn, Cine to coarse sand, sume
~.iltt some fine to coarse ~caveL.
10 I-- GM Be IBrown, fine to coarse gravel. some fine SA IlJ t0 sand, some silt. 15 I-- coars~ SW IBr<.wn, fille lO conrse sand, :.uUle fir,,* to coars(' gravel, trnc(' sill. 20 SA 9.9 He: SM 25
*. I - - TOP OF Il.LINOIAN Tll.1 .
MI. !GTI'y, clayey silt, some fine 10 (oarse sand, trace fine gruvel
- 642.0;
*. Boring completed at :10.0 feet on 3-19-75.
Water level at 11.0 ( .. et. 40 45 55r-~---+--~--~--~-+--~+-~ I. I.nJ~I~(*d hy: SAn:(* .. t ~ 1.lIluly t:III',lu .. ,(*n, CLINTON POWER STATION
- 2. Urlll,*eI hy: I<nYIIHuul IlIt.*nmtlullnl UPDATED SAFETY ANALYSIS REPORT
- i. *I*c'~l(*d Ity: Wt*,.tc*tthull IItld Nuvl('k, Inc:.
FIGURE 2.5-244 LOG OF BORING K-2
en f-- Z r- SHEAR STRENGTH ATTER8ER6 oen BORING K-3 5;::
'" TRIAXiAl
... l!i!1 r:..
uw
~~ .,,,,,,,
00:: -._ .... , LIMITS a.~
~ ~ ~.,~ --' ~::::
~~ t;l-i !cOMPRESSION -- 1""0' -:~:I > m!ii
~~
SURFACE ELEVATION 669.3 G:i~ 0
"'~'"
I- ",-, ~ UI
!.., <T3 pat l-
~::
~~ ~gi UlI-)( . . 05 lOu
~
""8 --'<I:
men SYMBOLS DESCRIPTIONS w
~ CL TOP OF SALT CREEK ALLUVIUM AG ~
~ MI. lllll. k hrowTl, ~illy dny, t rlll'l' 11n(- I ..
~ t nil rs(' Slllte!, tnH'.(' fim' ~'.r.tv\'L S/\ 211 Be '-- 'I'll" OF OIlTWASIl 6E.J.3 SM Br(IWll. si I ty. f !r". Lo liIedium "lAnd, 10 -t ... au- [l"" to c08.rs(~ )!,f,'we 1.
- some silt.
BG SA US 15 IML IGray, silt, sOme fine to coarse sand, 20 some fine gravel, trace orga~ics. 25 TOP OF ILLINOIAN TILL 642.3 ML 30 lr.rllY, clayey silt, trace fin(' "raY"l. 35 1I0rln~ completed at ~O.O fed on 3-20-75. Watpr trYel at !I.~ f .. et. 40 45 5 55 60
.65 70 75
~
- l. Log!'.ed by: Sargent & Lundy Engineers CLINTON POWER STATION
- z. Drilled by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 1. Tested by: Westenhoff and Novick. Inc.
- 4. Compactio~ and relative density tests perform(*d on frdx<'C1 bulk sampiC's from FIGURE 2.5-245 10.0 to 1 ~.n r ('(' t "'-ptll in K-1 and 1 ~.O to 2~.O fret In K-7. LOG OF BORING K-3
(I) t-Z
~(I)
UW BORING K-4
..J SURFACE ELEVATION (,84. I
~~
GI(I) SYMBOLS DESCRIPTIONS TO!' (IF SAI,T CKf.tX AI.I.UVIlIH AG CL HL Brown, silty clay, trace fine sand. IO~~~~r--+---+--;---r--r-+-; T(.r Of OUTWASH 672.6 SM 15 ". Be Bruwn, fine to C'oa rse sand, lrace fine gravel, tr",;e Sill.
- TOP OF ILI.INOJAN Til.'. 663.1 HL Gray, ct"yey silt, \rac" fin" Lo coars@' sand, tract! rin~ ~ravel.
8ori~ completed at 30.0 (eet on 1-20-75. Water level at 6.'1 (""t. 5a---;---+---r-~~-+--~-1--+-~ 60r-~~-1r--+---+--;---r--r~-; i 65~--+---+---+---;---+---+--t--+--f
- l. I.ol;~eel by: Sa q:olll & Lunely Ena i ""e rs CLINTON POWER STATION
- 2. IIrlI l ..eI by: Kaymon'l Int .. n,"tlu,"o1 UPDATED SAFETY ANALYSIS REPORT
'I. TIlHleel by: West .. nhoff Imel Nuvick, 'uc.
- 4. Compaction anel reilltive dcndty te"ts performed on mixed bulk samples from 12.0 FIGURE 2.5-246 to 21.0 ('et depth In K-4 and 6.5 to 1~.0 feet d"pth ,In K-5.
LOG OF BORING K-4
.-z fI) a.,...
UIII BORING K-5
~i SURFACE ELEVATION 683.3
~80~LS!,________~~~~~~__________
I mfl) L T(lP OF SALT OI.EEI( ALLUVIUM N;
- ML ~rown. silty clay. tTace fine sand.
5 tOP OF OUTVASH 676.8 IWo SM SA DC 8~.,""" fine to co"rse sand, s"IIIe flne 10 ~ to g~ayel "","e silt. SP Hrovn. ft(' to C"o-trsc sand, StMUC SA 1011 DC 8M line gravel. lrace $llt. 15 I S_" 8rown, 51 Ity, fllle to "oarse sunol and
,; I Ina to coarse srave I
- SA 221>
ZO ~ SM Krown, 11"8 to coars .. "and, some lin... " ,'O"r",* \:ruval, ,,,M..e s II t. DG S.\ 16J f-- nl\' (It" II.I.IIIOIAII "11.1, 660.3 25 MI. fray. clayey sUt. trac" fin .. gravel. Boring completed at 30.0 feet on 3-20-75. Water level at 17.5 feet. 4O'~--+---+---b---b-~--~--+--r~ 45~--+---~--+---~--~--~-;~+--i 5~--+---~-4---+--4---~~-+~
- 1. Logl(ed by: Sarllcnl I. Lundy t:lIglncer" CLINTON POWER STATION
- 2. Drilled by: Raymond [nternational UPDATED SAFETY ANALYSIS REPORT
- 3. Tested by: Westenhoff and Novick, Inc.
- 4. Compaction and relative density tQ8ta FIGURE 2.5-247 performed on bulk samples from 6.5 to 20.0 feet depth and on mixed bulk samples from 6.5 to 15.0 feet depth in K-5 and 12.0 LOG OF BORING K-5 to 21.0 feet depth in K-4.
fI) t-Z 8(1) Ulli BORING K-6
~~ SURFACE ELEVATION 671.8 III:S CNUIIn. c At; ( TOP OF SALT CllEiK ALLUVIUM Nt. Brown, silty clay, trece fine sand.
TOP OF OUTWASH 8G SM Brown, Cine to coars. sand, some l\w fine to c:oars. gravel, some silt. 8G SM Brown, fine to coarse sand, g.".. fine to coarse
\ _ ,ravel, trace silt.
"iiL"" GrllY, silt, trace flne gravel, trace Itfttt-;L-fIne to medium sand, trace organics.
TOP OF ILLINOIAN TILL &50.8
. IGray, clayey silt, trace fine sand, 25~~---r--+---~-+--+-~-+~ trace fine gravel *..
Boring cOlllpieted at 30.0 feet on 3-19-75. Water level at 13.~ feet
- 45r--+--~--r--+--+--4--~~
- 1. Logged bYI Sargent & Lundy Engineers CLINTON POWER STATION
- 2. Drilled bYI Raymond International UPOATEDS AFETY "- ANALYSIS REPORT
- 3. Tested byl Westenhoff and Novick, Inc.
- 4. CoInpac:t1on ed relative density tests pedr_cI on bulk "lII(Ile. from 6.5 to FIGURE 2.5-248 15.0 feet depth.
LOG OF BORING K-6
U) t-z aU) 5-
- BORING K-7 -I;;
~ !!~. §'
UIII Ii ... SURFACE ELEVATION 671.1 ~ ...
..J-
.~ III ItC graylah-brovn.'stlty clay.
5 665.1 SA 117.6 BG , sUty, fine tn couse
'A , __ fine gravel, son ..* aUt.
Une to coarse sand, .,...e iIe fiDe to coarae cravel, trac,' sUt. SA 11.~ 15 8rOWD. fille to coarse aand, BG some flue gravel,. trace sUt. 1:. L~ li+iiftto--i TOP OF ILLINOIAN TILL 642.1 clayey all.t, s _ flue l\rave1. Boring completed at 10.0 feet on 3-\'1-15. Water level at 11.5 Ceet. MI
- 1. 1.oned by. Sargent & Lundy Engineers CLINTON POWER STATION
- 2. Drilled by. Raymond Iaternational UPDATED SAFETY ANALYSIS REPORT
- 3. f.ated by' Weatenhorf and Novick, Inc.
- 4. CGIIpactloa and ralatl". dell81ty teata
. .~foc.ed 011 atxcd bulk aamplea from FIGURE 2.5-249 15.0 to 25.0 feet depCh in K-1 and to.O to 1~.0 feet depth 1ft K-3.
LOG OF BORING K-7
en z
~en UIII BORING K-8
~~
III~ SURFACE ELEVATION 678.5 ML TOP OF SALT caDK ALLUVIUM
- BrOllll, clayey aUt, a_ fine to CL coarse saDd, trace flR4 gravel.
..... r--" TOP OF OUTWASH 672.5 SA 8. BC 10 SP BrOWD, fiDe to coerae aCad, t ....ce 8M nne to coerae gravel, tracu .ilt.
1$ .....
..... -trace fine gravel.
BC ..... SA 6.~ ..... m .. , .. BC ......-.
... SP Brl>Wll, fine to coarse .and, trace fine r.ruel, trace aUt.
SA 4. 25 ......
.... TOP OF ILLINOIAN TILL 650.0 1111 ML Cray, clayey all t, trace fine to coarse s_d, trace fiDe gr.vel.
Borlae ~leted at 30.0 feet on 3-20-75. Water level .t 24.0 feel *
- 1. Logged by: Sargent & Lundy Engineers CLINTON POWER STATION
- 2. Drilled by: Raymond International UPDATED SAFETY ANALYStS REPORT
- 3. Teated by: Westenhoff .nd Novick, Inc.
- 4. eo.paction .nd relative dens tty teata performed on bulk samples from 6.0 to FIGURE 2.5-250 20.0 feet depth.
LOG OF BORING K-8
en a z
~
IE: ., .
~ BORING K-II
§~ SURFACE ELEVATION 682.5
.! LT ...............
ItG Nt IBrt_. sUty ~lay. tra~e flne sand. 5 TnP OF OITl'WASH 677.5 SM 8G IBr~. fine to coarse .and, some SA 1O d1t. trace fine gravel. 8G SA 23 15 SA 8.4 8G .** SM Brown, fine to ~oarse sand, SOllIe fine gravel; tra~e sUt. 20 8G SA 7.7 25 SP Brown, fine to ~oarse sand, same fine 8G gravel, tra~e silt.
-, SA 4.1 Boring ~cmpleted at 30.0 feet
-- on 3-20-75.
Water level at 28.0 fnet. 40 45 60 65
~., ...
- 1. Logged by: Sargent & Lundy Engineers CLINTON POWER STATION
- 2. Drilled byl Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested bYI Westenhoff and Novi~k. I~.
- 4. eo.paction and relative deftsity teats pedoClMd on bulk s.ple. frOlll 5.0 to FIGURE 2.5-251 25.0 feet depth. " '
LOG OF BORING K-11
iii ~ :! i}--- .! i ~ii ~ il ig SHUll STIlEMGTtI ATTER8811 BORING K-12
~i all ~
IllAlCIM.. LIMITS SURFACE ELEVATION 673.8 i:il 0
"uP OF SALT CRUIt ALWVIUtt HA .7Jo 8G aUty c:la,. trace fine to 5 ,oarae aADd.
TOP OF outVASII 671.8 SA l~ 8G
- fine to coarse aud and etayey 10 sl1t.
8G some fine SA 7.3 15 8G fine to coarae aud, some fIne
..., SA 3.8 gravel. trace sUt *
- fine to cciarse sud, trac:.e fine gravel. trace aUt.
TOP OF t1.LINOUM TILL 651.8 25
- clayey aUt. trace fin.. to coarse sud. trace fIne gravel.
Boring CCIIIIPleted at 30.0 feet 40 on l-2~75. Water level at 11.5 feet. 45 5 60 65
- l. Logged by: Seegent & Lundy Rngine,""
CLINTON POWER STATION
- 2. Drilled by\ Raymond International UPDATED SA FETY ANALYSIS REPORT
- 3. Tested bye Westenhoff and Novick, Inc.
- 4. CompactIon and relative denatty teata pertromed on bulk .ample. from 5.0 to FIGURE 2.5-252 20.0 feet depth.
LOG OF BORING K-12
BORING K-15 ~- SURFACE ELEVATION 668.4 Ii::: alL l-
..J-III sUty day.
outWASH 663.9 S sUty, fine to coane saud, SA _ Hne to coane gravel.
~17 8G 10 fine to coarse sand, some fine SA 8.8 8G to coarse gravel, trace silt.
IS fine to coarse sar.d, sQllle fine SA 7 .. 5 8G 10 coarse gravel, trace silt. 645.4 aUty clay, some fine t .. A (oarae aaud, a_ fine grav"l. Boring completed at 30.0 feet on 3-19-75. lIater level at 9.0 feet.
- 1. Logged by: Sargent & Lundy Engineers CLINTON POWER STATION
- 1. Drilled by: Raymond International UPDATED SAFETY ANALYSIS REPORT
- 3. Tested by: lIeatenhoff an4 Novick, Inc.
FIGURE 2.5-253 LOG OF BORING K-15
BORING OW-I** SURFACE EL.EVA11ON 716.7 TILL 716.0 ailty clay. ac.e fine to coarae aaDd. fine .ravel noted. fiue to coane brCIIID. flne to coarae aand and clayay ailt. trace fine Bravel. brCIIID. _ttled oranae. aUty clay. trace fine to coarae aand. trace fine Bravel. Pocketa of orsenic . .terial noted.
-"'"'111:...",. aUty clay. trace to Uttle fine to coarse aaDd. trace fine Bravel.
34.7 feet. yellow-brown. flne to -.diu. aancl. TOP OP IlITBRGLACIAL ZOIIB 679.7 Gray. clayey aUt. trace Une to sedl_ eand. Pockets of orBanlc uterial noted. Brownlsh-Bray. _ttled oUve ,ray. clay. trace flne aand. trace flne Bravel. 664.2 Gray, sUt and fine to to coarae aancl. trace flne ,ravel *
.59.2 feet. some oraawac pOckets aoted.
Gray. clayey ailt and flne to coarae .and. trace flne gravel. 1" sand se_ noted. Gray. clayey 8il~.11ttle fine to coar.. 8.-4 trace fine ,ravel.
. PlIZOM1TER INSTALLID ON 5/12/76. A 2 BORING COMPLETED AT 70.0 FlIT
- INCH PVC PIPB W1tR THE LOWER END PLUGGED AIm 'mB LOWER 3 PDT PIBfORATED WAS PLACID ON 5/1'l/76.
TO ELEVATION 646.7. GRANIJLAll 8AQQ'ILL WAS PLACED FROM BLBVATION 646.7 TO 656.7; BIN- CASlNG USED TO A DEPTH OF 10.0 FElt. TONITB SIAL FROM ELEVATION 656.7 TO 658.7; AND CEMENT GROUT FROM ELEVATION 658.7 TO 716.7. NOTES:
- 1. LOGGED BY: SARGENT & LUNDY. CLINTON POWER STATION
- 2. DRILLED BY: RAYMOND lNTERNATIONAL. UPDATED SAFETY ANALYSIS REPORT
- 3. tESTED BYI WBSTENHOFF & NOVICK.
FIGURE 2.5-254 LOG OF BORING OW-l
01 T_
...,.1T.-nI ATZ=:- _f!!! BORING OW-2 ~i iii !i ~ii11i I~
SURFACE ELEVATION APPROXIMATELY 615 0
~ ::,~
Tall to 11&bt brOWll, aUty clay, _ fllla to . . coarae aand, trace fine cravel, oTcallie material
- 3. 1 16 S5 5 noted.
OrAllle, mad1ua to coarse aalld, trace silt. TOP or IM'l'EaGLACtAl. ZONE 8.5 10 900 5.5 11 8 5S Licht Iray, .ottled tan, silt, trace flne to mad1ua aand. Brown, mottled rust & cray, sUty day, 15 3500 tll.l! 110' 13 55 little fine to coarse sand. trace ftlle gravel. Light green, mottled bluish Iray, silty
....... 2800 l8.~ 11 SS clay, trace fine to eoarae salld, trace fille gravel.
25 40 45 BORING COMPLETED AT 20.0 FEET ON 5112/76. 55 WATER LEVEL AT 19.5 FEET. 60 6S
- PIEZOMETER INaTALLED ON 5/12/16. A 2 INCH PVC PIPE WITH THE towER END PWooED AND THE LOWER l FEET PERFORATED WAS PLACED ro ELEVATION 675.
GRANIJLAR 8ACKFILL WAS PLACED FllOM ELEVATION 615 ro 690; BENTONITE SEAL FROM ELEVATION 690 TO 692; AND CEMENT GROtrr FROM ELEVATION 692 ro 695. ~t
- 1. LOGGED 8Y, SARGENT & LUNDY. CLINTON POWER STATION
- 2. DULLED BY: RAYMOND INTERNATIONAL. UPDATED SAFETY A,NALYSIS REPORT
- 3. TESTED BY, WE5TENHOFF & NOVICK.
FIGURE 2.5-255 LOG OF BORING OW-2
~:J" o ..
"tVl
,. 7 55 BORING OW- 3 WIS5 Oruce-br_. sUty clay. trace flne saud. oreaDic . .tedal DOted.
5 TOP or VlSmKSIlWI TILL 728.4 10 '7nOO 1.5_ lu~ 12 55 Licht br_. sUty clay. little n ... to coar.. ..... trace flae eravel. oreanlc
. . tedal DOted.
15 I"nn L1_ 110l! 2055 14.8 feet. crades to eray.
!In cUM 2655 ... .§OM II)- Int 70 55 25.0 feet. so. 2"-4" clayey. _dl_ to coarse sand lenses DOted. ... ~ lu lu4 27 55 Gray. silty clay. little flae to coarse aand. trace U ... eravel.
35.0 feet. pocket. of black. oranic
'" 2855
. . tedal DOted.
.... HA ~500+ 1 3155 BORING OOMPL!T!D AT 40.0 FElT.
ON 5/10/76. or
.... CASING U5ED TO A DI!PTH 10 FElT
- PIIZNTER INSTALLED 1M OW-3 DEEP ON 5/10/76. A 2 INCH tvc PIPE WITH THE LOWER ElQ) PLUGGED AND
_THE LOWER 3 FElT PERFORATED WAS' PLACED TO ELEVATION
~95.'9. GlWUILAIl IACUILL VAS PLACED nott ELEVATION 695.9 TO 705.9. BIMIONITE 5EAL FROM ELEVAtION 705.9 TO 707.9. AND CIMENT GROUT FROM ELEVATION 707.9 TO 115~9.
_,IEZMITER INSTALLED ON 5/10/76. BORING OW-3 SHALLDW LOCATED 2 FlIT NOllTH OF OW-3 DEEP WAS DRILLED TO A DEPTH 'OF 10 FElT. A 2 INCH PVC l'IPE WITH TliE tollER END _PLUGGED AND THE LOWIl 3 FElT FERFORAtED VAS PLACED TO II.EVATION-'25.9. GRANULAR BAatrILL WAS PLACED FI&lII ELEVATION 125.9 TO 130.9 ** BENToNITE SEAL FROM ELEVATION 7~.9_ TO 132.9. AND CEMENT GROUT FROM ELEVATION 132.9 TO 135.9. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
!!2!!!!.
- 1. LOGGED BY, 5ARGENT & LUNDY.
FIGURE 2.5-256
- 2. DRILLED BY, RAYMOND INTERNATIONAL.
- 3. TISTED BY, VESTENHOrr & NOVICK.
LOG OF BORING OW-3
...... BORING OW-4
~i~ :t- ;~ SURFACE ELEVATION 721.0 Yellowish-brow, clayey aUt. trace fiDe sand. thin layer of J)rganic 5
2~nn a ss _tedal noted. 3.5 feet. _ttled light gray.
'lOP OF VISCOHSIMAH TILL 715.5 I
2'WlO 122- ass Brownlah-cray. clayey silt. trace fine sand. 9.5 feet, grades II) gray. 2400 12.3 1126 19 SS 15
.... 38 SS Gray, silty clay, s _ fine to coarse sand, trace fine gravel: .
4!iOOi 38 SS Gray. fine to mediua sand. trace sUt. fine gravel noted. A Gray, silty clay. s _ fine to coarse MA ~500+ IUJJ lUI 1C6.2 23 SS sand. trace fine gravel. BORING COMPLETED AT 27.0 FEET ON 5/7/76.
"',. WATER LEVEL AT 5.5 FEET.
PIEZOMETER INSTALLED IN OW-4 DEEP ON 5-7-76. A 2 INCH PVC PIPE WITH 'ft{E LOWER END PLUGG~ND THE LOWER 3 FEET PERFORATED WAS PLACED TO ELIVATION 697.5 GRA LAR BACKFILL WAS PLACED FROM ELEVATION 697.5 TO 7111 BENTONITE SEAL ELEVATION 711 TO 713; AND CEMENT GROUT FROM ELEVAoTIOM 713 TO 721. PIEZOMETER INSTALLEQ ON 5-7-76. BORING OW-4 SHALLOW LOCATED 3.5 FEET NORTH OF QW-4 DEEP WAS DRILLED TO A DEPTH OF 6.9 FEET. A 2 INCH PVC PIPE WITH THE LOWER' END PLUGGED AND THE LOWER 3 FEET PERFORATED WAS PLACED TO ELEVATION 714.1 GRANULAR BACKFILL WAS PLACED FROM ELEVATION 714.1 TO 718.11 BENtONITE SEAL FROM ELEVATION ~.- * -- ---. ~-- CEMENT GROUT FROM ELEVATION 720.1 TO 721.0. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
- 1. LOGGED BYI SARGENT & LUNDY,
- 2. DRILLED BYI RAYMOND INTERNATIONAL.
FIGURE 2.5-257
- 3. TESTED BYI IIESTERNHOFF & NOVICK.
LOG OF BORING OW-4
IIIEM 1TM..nt BORING OW-5
~ '!i~
T--' SURFACE ELEVATION 712.6 0 I~ :: I,. LOESS TOPSOIL 11900 ,Z1I Yellowish-brown, silty clay, trace fine sand, S 5 SS .ancauese nodules nOted. TOP OF WISCONSINAN TILL 705.6 1161. 6 SS Brown, sUty, Une to coarse sand, some clay. ' 10 Brown, silty clay, SOllIe fine to coarse sand, trace fine gravel.
*?nn 16 SS 13.5 feet, grades to gray
- IS
..... SA 'itS za ss Gray, flne to coarse sand and flne to coarse grave SOGloO sit t, SOIM clay.
A
.ft BORiNG r.oH!'LETED AT 20.0 FEET
- 01. 5/7/76.
WATER LEVEL AT 7.0 FEET
- PIaE2IOMETER INSTALLED IN OW-5 DEEP ON 5/7/76. II. 2 INCH INCH PVC'PIPE WITH THE LOWER END PLUGGED AND THE LOWER 3 FEE'f PERFORXrED WAS PLACED TO ELEVATION 694.4. GRANULAA B~CKF1LL WAS PLACED FRO'l EI,F.VATUlrI 694.4 TO 702.6; BEI\f1'<JIUfE SEAL-. FROM ELEVATION 702.6 TO 704.6; AND CEMENT GROUT FRO'l ELEIIATlON 704.6 TO 712.6.
PIEZOMETER' INSTALLED ON 5/7/76. BORING 011-5 SHALLOW LOCATED 2 FEET SOUTH OF OW-5 DEEP WAS DRILLED TO A DEPTH OF 8 FEE'f. A 2 INCH PVC PIPE WITH THE LOWER END PLUooE!) AND THE LOWER 3 FEET PERFORAn:O WAS PLACED TO ELEVATION 704.6 GRANULAR BACKFII.L WAS PLACF.O 'ROI4 ELEVATtO,. 704.6 TO 708.6: BEIITO~ITE SEAL FROM ELEVATION 703.6 TO 710. AND CEMENT GROU'r FRDli F.l.EII .. rIlm 710.6 TO 712.6. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT !!2!~~1 FIGURE 2.5-258
- 1. LOGGED BY: So\RGE~r i LUNDY.
- 2. DRILLED BYI RAYHOND INTER~TIONAi.. LOG OF BORING OW-5
- 3. TES-rED BY: WES'rENHOFF & NOVI';K.
BORING OW-6 ~i"TiI:t IS'~ SURFACE ELEVATION 743.2 o ... TOPSOIL (6") Yellowish br_, clayey aUt, trace fiue 5 12700 121 6SS to ..diua aan4. ~ orcentca. TOP OF VlSCOtfSIIWI TIU. 736.2 Licht br_. ~ttled cray, ailty clay, 10 ~""" 17 10 SS little fiue to coarse aand, trace fiue cravel. 105S 15 Gray, silty clay, little fine to coerse
~ sand, trace fine cravel.
CL 14 SS .. 11400 ,.. 7 SS Gray, s1~ty clay, ~ fiue to coer.ae sand, trace fine cravel. Black, oraanle, aUty clay noted. 11800 7 55 ItQOO ,.. .., 11 5S Gray, .ilt, trace clay, trace fine .- 117, 26 SS saad, trace cravel. It.ooo 112.!l 17 SS Gray, silty clay, and fine to coarse
.and, trace fine cravel.
TOP or IIITEllGLACIAL ZONE 694.2 IV. 11300 11U 11 fiLl 19 S5 Black, orsaalc, clayey silt, trace fln~ to . .dlum .and, fine gravel noted. e .. IIOR1I1G CIOIR'Ul'I!D AT 52.0 PEET Olf 5/10/76. - CASING USED 10 A DEPTH OF 10.0 PEET. PIEZOMITIR INSTALLED IN OW-6 DEEP ON 5/10/76. A 2 INCH PVC PI" WITH THE LOWEll END PLUGGED AND 'niE LOWIR 3 FEET PERFORATED WAS PLACED AT ELEVATION 691.2. GltANULAll BAaCFILL WAS PLACED FROM ELEVATION 691.2 10 733.2, BII'l'OIiITE SEAL FROM ELEVATION 733.2 TO 735.2; AND CEMENT GllOUT FROM ELEVATION 735.2 TO 743.2. PIEZOMETER INSTALLED ON 5/10/16. BORING OW-6 SHALLOW LOCATED 2 FEET HORTII OF OW-6 DEEP WAS DRILLED 10 A DEJ'TIf OF 7.S FEET. A 2 INCH PVC PIPE WITH THE LOWER END PLUGGED AND THE LOWER 3 FEET PERFORATEU WAS PLACED AT ELEVATIOII 735. e. GRANULAR BAacFILL WAS PLACED FROM ELEVATlOII 735.8 10 740.8, BEII'l'OIiITE SEAL FROM ELEVATION 740.8 TO 741.e;,.AIID CIIIDI'l' CROUT noM 741..8 10 743..1.
~~~~================~
~ CLINTO N POWER STATION
- 1. LtlC(lF.1J BV I SAII(lENT & LUNDY. UPDATED SAFETY ANALYSIS REPORT
- 2. DRILLED BYI RAYMOND IMTERlIATI0NAL.
- 3. TESTED BYs WEST_FF & NOVICK. FIGURE 2.5-259 LOG OF BORING OW-6
..... ITMMIM BORING OW-7
~Ii ~ ::l~ I;t;~i~
~
SURFACE El.E'lD'ION 718.6 0 TOPSOIL (6") Br_*
- ttled tan, clayey aUt.
800 9 SS TOP Of' VlSCOIIS IlIAN TILL 714.1 5 Br_* ..,ttled tau aud Ineu. .Uty clay. little Une to coarse sand,
,>I trace fl. . Irav.l.
10 ~c.oo 13 S5 10.0 feet, Irad** to some Cine to coar ** sand. 15 145001 2Z S5 - ~ .~ II 12SS 18.5 feet, Iradea to dark brown, mottled orana ** 2
.., 11400 , *. ,ft 8 S5 Gray, clayey sUt, . _ fine to coarse salld. trace fine gravel, _11 ML pockets of dark brown organic. noted *
..a 45 BORING COMPLETED AT 25.0 FEET ON 5/13/76. 55 WATIIl LEVEL NOT ENCOUNTIIlED. 10 65 - PIEZOHETIIl INSTALLED IN ow* 7 DEEP ON 5/13/76. A Z INCH PVC PIPE WITH THE LOWEll END PLUGGED AND THE IAlWIIl 3 FEET PI!RFORATED WAS PLACED AT ELEVATION 693.6. GRANULAR BACCFILL WAS PLACED FROM ELEVATION 693.6 TO 708.6; BENTONITE SEAL FROM ELEVATION 708.6 TO 710.6; AND CEMENT GROUT FROM 710.6 TO 718.6. PIEZOMETER INSTALLED ON 5/13/16, BORING OW*7 SHALLOW LOCATED 2.5 FEET WEST OF OW-7 DEEP WAS DRILLED TO A DEPTH Of 6.0 FEET. A 2 IlICII PVC PIPE WITH THE LOWER END PWGGED AHD THE LOWER J FEET PERFORATED WAS PLACED AT ELEVATION 712.6. CltANULAIl. BACKFILL .WAS PLACED FROM ELEVATION 712.6 10 716.6; BIlftOlt1TE SEAL FROM ELEVATION 716.6 TO 717.6; AHD CEMENT GROUT FROM ELEVATION 717.6 TO 718.6.
!2!!!.!.
CLINTO N POWER STATION
- 1. LOGGED BY: SARGENT & LUNDY.
UPDATED SAFETY ANALYSIS REPORT
- 2. DRILLED BYI RAYMOND INTERNATIONAL.
- 3. TE5T!Il BY, WESTENHOFF & iiOVICI(.
FIGURE 2.5-260 LOG OF BORING OW~7
BORING OW-8
! l;t ,'i w-:~
o SURFACE EtEVATION 719.2 TOPSOIL (8") Brown. clayey sUt. 5 '' TOP or WISOOtfSIlWC TILL 713.1 Brown, dlty clay.. tl:a~e Une to eoane saad. trace floe cravel
- 10 15 "u.n.
20.0 feet, slit and saDd seams noted.
..., It..
Gray, silty clay, little flne to coarse sand. trace floe cravel.
'nnn Brown. silty clay, little fine to coarse sand. trace floe gravel.
Brown, sand and floe to coar.e cravel. nUll , ." trace sUt. Gray, silty clay, trace floe to coarse I~ saDd, trace floe cravel. unr TOP or INTIIllCLACIAL IOMI 686.2 16 Dark bt:own-C"AY, _ttled brOWll sUt, trace clay (orC..i~), trace fioe saDd.
'1~ ..... Unr 1ft I
- 16 Bluish-cray. .ilty elay. little fine to lledillll .uDd.
NA 3lQq 18 100.0 feet, crades to sUChtly mottled olive creen. W' BORING COMPLETED AT 42.0 FEET
... ON 5/12/76.
CASING USED TO A DEPTH OF 10.0 rEET *
- PIEZOMETER INSTALLED ON 5/12/76. A ~ INCH PVC PIPE WITH THE LOWEI\ liND PLUGGED AN!) THE LOWER 3 FEET PERFORATED WAS PLACED TO ELEVATION 677.2. GRANULAR BACKFILL WAS PLACED FROM ELEVATION 611.2 TO 701.2; BENTONITE SEAL FROM ELEVATION 701.2 TO 703.2; AHD CEMENT GROUT FROM ELEVATION 703.2 TO 119.2.
CLINTON POWER STATION E!!! UPDATED SAFETY ANALYSIS REPORT
- 1. LOGGED BY: SARGENT & LUNDY.
- 2. DRILLED BYI RAYMOND INTERNATIONAL. FIGURE 2.5-261
- 3. TESTED BY: WESTENHOFF & NOVICK.
LOG OF BORING OW-8
....z (It
!!!!!!. 9::: BORING OW-9 ~;:
'i~ !i ~
§E Lie SURFACE EL..EVATION 654.3
~:
III!
~~
-I TOPSOIL IIG 5 TOP OF SALT CRUK ALWVIUM 649.3 BTow, aUty clay.
IIG 1O BTOWIl, fine to coane sand, SOGIe fine to coarse gravel. AD SP 15 TOP OF ILLINOIAN TILL 637.3 Gray, clayey sUt, _ fine to coarse sand, trace fine gravel. Lenses of ML fine sand and gravelly clay noted. ~ .. BORING COMPLETED AT 24.5 FEET ON 8-1-77. .. WATER LEVEL AT U.5 FEET
- CASING USED TO A DEPTII OF 24.5 FEET.
~" - PIEZOMETER INSTALLED ON 8-1-77. A 1\ INCH PVC PIPE VITH THE LOWIll END PLUGGED AND THE LOWER 5 FEET SLOTTED WAS PLACED TO ELEVATION 629.8. GlWCULAR IIACXFILL WAS PLACED FROM ELEVATION 629.8 TO 637.8; BENTONITE SEAL FROM ELEVATION 637.8 TO 639.8; AND CRAlIULAR IIACXFILL FROM ELEVATION 639.8 TO 654.3.
.!!2!!!: CLINTON POWER STATION
- 1. LOr~ED 8Y: SOIL TlSTING SBRVICES'J UPDATED SAFETY ANALYSIS REPORT
- 2. DRILLED BY: SOIL TESTING SERVICE FIGURE 2.5-262 LOG OF BORING OW-9
z
!MIlt
§: BORING OW-IO
.~
~ifr! 11- ,; §~ 656.0 SURFACt El.£VATION III~ o - . ....... J.G ~L 111IlllI ML TOPSOIL toP or SALT CUJ!l(. IJ.LUVIUM. 652.0
~E 5 B~. sUty day.
10 Brova. fiDe to coarse sand. .ome &ravel. 15 At; SP 34 SS I-- TOP OF ILLltlOIIdI TILL 636.0 Gray, dayey sUt, __ Une to eoa rae sand, trace fille &ravel. ML 21.S feet, 6-iDCh lens of fine t o _di_ uad. 25.0 to 35.0 feet, interbeds of Une to medi UCII sand *
.-~
... lIi~ I-- BOtlItIC COMPLETED AT 35.0 FEET OM 812/77. CASItIC USED TO A DEPTH OF 3S:0 FEET. VATER LEVEL HOT RECORDED. - PIEZOIIETER IMSTALLED OM 8/2/77. A 1-'J INCH PVC PIPE VITH THE LOWER END PLUGGED AND THE LOWEll 5 FEET SLOTTED VAS PLACED TO ELEVATION 621.0. GIlAMULAlt BAQCFlLL VAS PLACED FROM ELEVATION 621.0 TO 629.0, 8EN'l'ONlTE SEAL FROM ELEVATION 629.0 TO 631.0; AND GIlAMULAlt BACKFILL PROM ELEVATION 631.0 TO 656.0. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
!!2llh
- 1. LOC.GED 8Y. SARGEWI' & WNDY. FIGURE 2.5-263
- 2. DRILLED BY. SOIL TESTING SERVICES.
LOG OF BORING OW-10
a: Ie .~=t-i11- I;~ .1 BORING OW -II
~E SURFACE ELEVATION 654.5 o F Mf AD TOPSOIL 5 TOP OF SALT caEl!K ALLUVIUM 649.5 AD Yellowish-brOVD, clay.
10 Gray. fiDe to mediUIII sand. 15 TOP OF ILLINOIAN TILL. 639.5 Gray. clayey ailt, aome fine to coars. 78SS sand, trace fine cravel.
..... ML 18.5 feet, 6-inch sand lens
- 25.0 feet, 12-inch aand lena.
6" BORING COMPLETED AT 27.0 FEET ON 8/2/77. CASING USED TO A DEPTH or 14.0 FEET. WATER L8V!L AT 12.0 FEET.
- PIEZOMETER INSTALLED ON 8/2/77. A 11:! INCH PVC PIPE WITH THE LOWER END PLUGGED AND THE LOWER 5 FEET SLOTTED WAS PU.CED TO ELEVATION 627.5. GRANULAR BACKFILL WAS PLACED FROM ELEVATION 627.5 TO 635.5; BENTONITE SEAL FtlOM ELEVATION 635.5 TO 637.5; AND GRANULAR BACKFILL FtlOM ELEVATION 637.5 TO 654.5.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
~
- 1. LOGGED BY: SARGENT & LUNDY. FIGURE 2.5-264
- 2. DRILLED BY, SOIL TESTING SERVICES.
LOG OF BORING OW-ll
...z fI) 9:: BORING OW -12
~ § SURFACE EL£VAf1ON 659.2 III ~ !MolAnI It FILL CL IO~-1--~--+---~-+--4-~-+~ TOPSOIL lOP OF SALT CREEK ALLUVlUM 647.2 Gray, silty clay, s_ fine sand.
15~-1--~--+---~-+--4-~-+~ ML
~. Blue-grey, fine to medium sand, At; ht-ttt---i TOP OF ILLINOIAN TILL
- 639.2 ML Gray, clayey silt, lOme fine to coarse sand, trace gravel.
25.0 feet, 12-inch lens, blue-gray, fine to medium sand. 45~-1--~--+---~*-+--~~-+~ BORING COMPLETED AT 25.0 FEET ON 8/2./77. CASING USED TO A DEPTH OF 20.0 FEET. 5~--r--+--4---r--+--+-~~~ WAnll LEVEL AT 18.5 FEET
- PIEzOMETER INSTALLED ON 8/2/77. A 1~ INCH PVC PIPE WITH THE LOWER END PLUGGED AND THE LOWER 5 FEET SLOTTED WAS PLACED TO ELEVATION 634.2.
GRANULA\l BACKFILL WAS PLACED FROM ELEVATION 634.2 TO 642.2; BENTONITE SEAL FROM ELEVATION 642.2 TO 644.2; AND GRANULAR BACKFILL FROM ELEVATION 644.2 TO 659.2. C'LINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT
!!!!!§.t I.OGGED IIYt SARGENT .I. LUND.
FIGURE 2.5-265 1.
- 2. DRILLED BY, SOIL TESTING SERVICES.
LOG OF BORING OW-12
...z lit a:
'iE i!fl BORING OW-13 o ... :t 3_ ~~
.~
SURFACEELEVATION _ _ It 662.1 AI; FlLL CL 5 10 At; TOPSOIL TOP OF SALT CRIEK ALLUVIUM 650.1 At; CL Bl:OWIl.
- 11 ty clay. SOlIN! fine to coarse .aad.
15
!JIt'I TOP OF ILLINOIAN TILL 641.1 Gray. clayey sUt. SOIIII! fine to coar ** saDd.
trace fine cravel
- Interbedded with
- and layers.
A 'lill 2'.0 feet, blue-gray. fine to saad len** 30.0 feet, II-inch. blue-cray. fine sand lens
- v.
'M.
, ... 3'.0 feet. saad 1.ns.
..... ,,. .. V' 37.0 feet. 12- bell sand lens. w BORING COMPLETED AT 40.0 FEET ON 8/2/77
- CASING USID TO A DEPTH OF 40.0 FEET.
WATER LEVIL AT 17.0 FEET.
- PIEZOMETER IKSTALLID ON 8/2/77. A 1~ INCH PVC PIPE WITH THI LOWEll END PLUGGED AND THE LOWER 5 FEET SLOTTID WAS PLACID AT ELEVATION 622.1. GRAltULAR BACKFILL WAS PLACID FROM ELEVATION 622.1 TO 630.1; BENTONITE SEAL FROM ELEVATION 630.1 TO 632.1; AND GRANULAR BACKFILL FROM ELEVATION 632.1 TO 662.1.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
~
- 1. LOGGED BYI SARGENT & LUNDY.
FIGURE 2.5-266
- 2. DRILLED BYI SOIL TESTING SERVICES.
LOG OF BORING OW-13
BORING OW-14 SURFACE ELE'aT1ON 6
57.1 DESCRIPTION
S Rotary drilled without sampUaa to 17.0 feet. f--- TOP OF ILLINOIAN TILL 640.1 Gray, clayey silt. some fine to coarse sand. trace gravel. ML 2.~---1----+-~----+---~---+--r-+~ AG *.*** f--- Gray, flne to coarse sand, trace gravel.
...*. SP
... AG mITlit" Gray, clayey sUt, some fine to coarse sand, trace gravel * . " BORING COMPLETED AT 31.0 FEET ON 8/2/77. CASIMG USED 1'0 A DEP'nI OF 30.0 FUT. VATER LEVEL AT 13.5 FUT
- P~EZOMETER INSTALLED ON 8/2/77. A 1~ INCH PVC PIPE VITH THE LOVER END PLUGGED AND THE LOVER 5 FEET" SLOTTED VAS PLACED FROM ELEVATION 626.1.
GRANULAR BACKFILL VAS PLACED FROM ELEVATION
'626.11'0634.1; BENTONITE SEAL FROM ELEVATION 634.1 TO 636.1; AND GRANULAR BACKFILL FROM ELEVATION 636.1 1'0 657.1.
CLINTO N POWER STATION UPDATED SAF'ETY ANALYSIS REPORT
~I
- 1. LOGGED BY SARGENT & LUNDY.
FIGURE 2.5-267
- 2. DRILLED BYI SOIL TESTING SERVICES.
LOG OF BORING OW-14
§ BORING OW -15
~i_ o .. r¥ I!ii}~ § FILL Brown. ailty clay, some fioe to cosra. aand. 5 10 15 A
~OOI
. Brown. aU ty clay and sand *
.._/ 'l'OP OF ILLINOIAN TILL 629.5 6" 55 ML GTa,. claye, ailt. aone fla. to coars**and.
tTece ITav.l.
...."";..'ss Kaar Lenses of fine sand encountered, up 'to 6" in thickness.
11'1001 .. I"'..VVI IIOIlIlIG COMPLETED AT 55.0 Fm ON 8/3/77. f or CASIlfC USED 'l'O A DEPTH Ii
- 27. 5 FEET.
WATIll LEVEL MOT RECOlIDBD. -- PIEZOMETER IMSTALLED ON 8/3/77. A 1~ INCH PVC PIPE WITH THE LOWER am PLUGGED AND THE LOWER 5 FEET SLOTrm WAS PLACED TO ELEVATIOM 609.5. GRAMUl.AR BAOQI'ILL WAS PLACED FROM ELEVATION 609.5 TO 617.5; BENTONITE SEAL FROM ELEVATION 617.5'1'0619.5; AND GlWItILAR BACKFILL FROM ELEVATION 619.5 TO 664.5. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
!!!!!!I
- 1. LOGGED BYI SAlGIMT & WHOY.
FIGURE 2.5-268
- 2. DRILLED BYI SOIL TISTIlfC SERVICES LOG OF BORING OW-15
'R s,iiJd1 en s: I-Z BORING OW -16
~~
.11 FILL Brown, silty clay.
5 10 15 TOP OF ILLINOlAH TILL 641.4 73 SS ML Gray, clayey silt, aome fine to coarse sand, trace gravel. ..,., Many thin sand lenses noted * - IMI 6" 25.0 feet, grades with more gravel * . ~ - BORING COMPLETED AT 30.0 FEET ON 8/3/77. CASING USED TO A DEPTH or 16.5 FEET. WATER LEVEL HOT RECORDED * .. PIEZOMITER INSTALLED OR 8/3/77. A 1\ INCH PVC PIPE WITH THE LOWER END PLUGGED AND THE LOWER 5 FEETSLOTZ'ID WAS PLACED AT ELEVATION 627.9 GIWIIlLAR 8.\CKFILL WAS I!LACED FROM ELEVATION 627.9 1'0 635.9; BENTONITE SEAL FROM ELEVATION 635.9 10 637.9; AND GRANULAR BACKFILL FROM ELEVATION 637.9 10 657.9. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
~:
- 1. LOGGED BY: SARGENT & LUNDY. FIGURE 2.5-269
- 2. DRILLED BY: SOIL TESTING SERVICES LOG OF BORING OW-16
.-z
§:: BORING OW-17
§~ SURFACE ElEVATION ~5" * 'j
- ___!!!~!!2!!!..._ __
III il l._~lot\Ie!:.:!..,. NO SAMPLES TAItEH AIIOVE ILIYATION 638.0 feet.
- 'l'OP OF ILLINOIAN TILL Gray, clayey silt, aome fine to coar **
638.0 sand, trace aravel *
.. Gray, clay.y sand, aome flne to coara. ara..l *
,.", BORING ClOKPLftIt) AT 40.0 fElT ON 8/3/77. CASING USED 'l'o A DEPTH OF 21.5 rm.
- WATER LEVEL NOT R£COIDED. - PIUDMlTIll INSTALUD ON 8/3/77. A 1\ INCH PVC PIPI WITH TIll LOWI!l IND PLUGGED AND THE l.OVIll 5 Fur SLOTtID WAS PLACED 'l'O ELEVATION 619.5. CIAIIII.AIt 8AQtFtLL WAS PLACID FllON ELE-VATION D19.5 'l'O 027.5, dBHTONITB SEAL FROM ILZVATION 627.5 'l'O 619.5, AND GlWIULA1\ v.acP'ILL PRON ELEVATION 62".5 'l'O 659.5.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
!2I!!'
- 1. LOGGED BY, SARGENT & LUIIl)Y. FI GURE 2.5-270
- 2. DRILLED BY, SOIL TESTIIIG SERVICES.
LOG OF BORING OW-17
REV. 3 SEPT. 1991 x, ...o X 711.0 x,*7.0 x'*". nu)(
-¥-2.J 111.276,000 HI.27&,ooO
~H-
/ .. '4 10
/
.... /
I
, -tH-g
)(
.~
I I FEET LEGEND. 100 0 100 200 300 400 !l00 1111111111==_==....... - CLINTO N POWER STATION
-.40--" TOPOGRAPH IC CONTOURS CONTOUII INTEIlVAl. 4 FUT
. )-~ 70 URDATED SAFETY ANALYSIS REPORT
~-I BORING LOCATION I 'I, I ,!TrtllNS. I r:ll
... LOCATION OF BORING THAT EXTENDED FIGURE 2.5-271 L Ii : ,-l'J~.
TO aEDROCK. - .',,; ,\;';U H - - - H' SUBSURFACE SECTION LOCATION PLOT PLAN - STATION SITE
----~,~~ .
-~-
I LEGEND -
.... - TOPOGR.APlflC CONTOURS BEFORE
...r CONSTRUCTION
-I/-0:~~. BORING LOCATION
-f:O::- LOCATION OF BOlliNG THAT EXT~DED TO BEm.t>CK
.---0' SUBSURFACE BEDROCK LOCATION
/
/
/
\-, CLINTON POWER STATION UPDATED SAFET Y ANALYS I S REPORT FIGURE 2.5';'272 zoo 100 0 ... PLOT PLAN - DAM SITE AND BORROW AREA
/
( NOTES: L REFER T"* FIGURE 2.5-278 FOR SUBSURFACE LECEND CLINTON POWER STATION FEET
,....--roo-/ ml'OCAAPHIC CONTOURS SeCTION.
1II".,'I.==_==iiiiiiiiiiiii_
- 2. REFER TO FIGURES 2. )-94 THROUGH 2. ~-97 100 0 100 200 300 400 500 UPDATED SAFETY ANALYSIS REPORT FOk LOC: OF BORINGS.
CONTOUR INTERVAL 3 1/3 FEET
~Mt' D-RJ . . . JIG LDCATION
/loRING 0-$1 FIGURE 2.5-273
~ LOCATION OF BORING THAT EXTENDED TO IIEDROCK.
E E' SUB SURFACE SECTION LOCATIO.. SECTION E-EI ALONG NORTH FORK OF SALT CREEK
STRATIGRAPHIC UNITS TIME STRATIGRAPHY FSAR PSAR BORING LOGS Cahokia Peyton Salt Creek Alluvium or Holocene Stage Flood Plain Alluvium and Salt Creek Alluvium r---r---____________~r__lAlluvium Colluvium Recent Channel Deposits Valderan Substage ~~~~~~~~~~----~------------------I Richland 1 Loess Loess Twocreekan Loess -1'---,,--_-..... Substage Wisconsinan Till Wisconsinan Woodfordian Wedr~~ or Glacial Substage Formation Wisconsinan Till Glacial Till NOTES: Farmdalian Robein Sil t Interglacial Zone Substage or
- 1. EXCAVATIONS FOR THE CLINTON POWER STATION DID NOT EXTEND BELOW Sangamon THE UNALTERED GLASFORD FORMATION.
Altonian Interglacial 2. BORINGS FOR THE CLINTON POWER STATION DID NOT EXTEND INTO ROCKS Substage -'------------, Zone Interglacial Zone OLDER THAN THOSE OF THE PENNSYLVANIAN SYSTEM. or Sangamonian Stage Sangamon Soil
- 3. ILLINOIAN-AGE TILL OF THE GLASFORD FORMATION WAS SUBJECTED TO UJ Interval A SIGNIFICANT PERIOD OF WEATHERING DURING THE SANGAMONIAN E
(j)
.w (j)
.,-l STAGE AND ALTONIAN SUBSTAGE.
UJ
>. VJ (j) weathered 4. DEPOSITS OF CAHOKIA ALLUVIUM AND HENRY FORMATION WERE NOT VJ (j) Glasford Formation DIFFERENTIATED. >. ~ 1---------
1-1
<tI (j)
U Illinoian Till
- 5. THE HOLOCENE STAGE IS REPRESENTED BY A SIGNIFICANT PERIOD OF P
1-1 0
.w Illinoian Stage unaltered or Illinoian WEATHERING AND DEVELOPMENT OF AGRICULTURAL SOIL PROFILES (j)
.w UJ
.,-l Glasford Formation Illinoian Glacial (MODERN SOIL).
<tI (j)
- l 0-
..-I c:l< Glacial Till Till 6. VERTICAL SCALE DOES NOT REPRESENT EITHER RELATIVE THICKNESS OF STRATIGRAPHIC UNITS OR RELATIVE DURATION OF TIME INTERVAL.
Yarmouthian Stage Lacustrine Deposit Lacustrine Deposit Pre-Illinoian Glacial Till Pre- III inoian or Glacial Till Kansan Till Pre-Illinoian Alluvial and Pre-Illinoian Kansan Stage Banner Formation Lacustrine Deposit or Lacustrine Kansan Alluvial Deposit or Lacustrine Soils Bedrock Valley Outwash Deposit or Mahomet Bedrock CLINTON POWER STATION Mahomet Valley Valley Deposit 'FINAL SAFETY ANALYSIS REPORT Deposit ~--~--~-UnconformitY------~--------------------4---------______________~__________________~ FIGURE 2.5-274 Pennsylvanian System Bedrock Bedrock Bedrock COMPARISON OF TERMINOLOGY USED FOR THE FSAR, PSAR AND BORING LOGS
==" N 45' W 7 N 45' W f- STATION SITE-1 A B Z .J B'
~
!::: w~ _.J t\j ~
a c( ~
<o:..J w:!
rt ..Jz c( r ... ~'" I-7'50 --7'50-- 7'50 ORIGINAL GROUND SURFACE ~-r' I NAL GROUND SURFACE NORTH FORK OF NORTH FORK OF SALT CREEK VALLEY ----j... SALT CREEK VALLEY~ 7'25 I\') I
--725-- 7'25
~
~
7'00 --700-- 700 67'5 --67'5--
~
67'5 14:
~
~
650 -.-650-- 650 i;:J 625 --625-- 625 "~ LEGEND
~
600 --600-- 0: V111!1JJ i: ~ SALT CREEK ItUUVIUH - e~WH TO GflAY SILTY CLAY, CLAyn SILT AND "HE TO COARSE SAND, SILTY TO GRAVELlY IN 10N[$; OVULAIN " aaGANIC YO"SOIL 600
~ ~ .~_ rTTTTTTTTI LOiSS - BItOW~ iO I'<<JlllfB &ROlM AfiD GUY euyn SilT oa SILTY euy WI'"
UllUJ.W TRACE Of F IHE SAND; WUTHEII[O
~ 57'5 -**-57'5-- 57'5 z
o ~ WISCOI1SINAN GlAC1Al Till - 8RONHISH-GRAY TO GRAY CLAY(V SILT OR SILTY c:: 3 ~ ~~:~E~I~~ ~!:g ::~ ~~~~E~~J~~~;S (~~:~~~tA~U;::S:I!~~N~~~~y lOCAL lACUSTRIN[ DEPOSITS) S ~.' iNtERGLACIAL ZOf:t - IN£lUDES DAU GRAy' TO GRAY ORGANIC CLAyn SIlt OR* 550 --550 ~:'!_ ~ ~:\~y si~~Y .~~O~~~:;~L (!~~~~i:m*!r.T~~.;~U:i~i~~!.c~~Xg'~'~:LL'
- I::::::) BROWN. CLEAN TO ~lt.lY SAND AltO c.uvt~ CAl1.UV1Al DEPOSITS) z
~~.JJ.
... ILlI~IAH GLACIAL TIll - BROWNISH-GRAY TO (OIIII\Y ClAYEY SILT WITH SAHD AND GRIIV£l TO V(RY'SANOY SIlt ~R SILTy SAf.!O WITH SOHE CLAY MD GItAWEl:
o 525 --525 ~ o. INl[fl.8£ODl:O OUTWA'SII DEPOSITS IN UPPE" HO"1l0NS.
.. .- G SILTllj<~EG""Ai\,
> ~
SAND J (GLM!}!.'!.. OUTWASH DlstONTUIUDUS LAYERS Of AllUVIAl. SILT AND S.AND AND POSSIBLY lOCAL lACUSTRINE ot.POSITS) till!
~
~ Z lACUST/U;IE OEPe'SIT - 8ftOWNIStf-<;flA'f TO SLACK AttO GRAY CLAny SIU TO
~ '!!, SIU ORG~;::C IN lOSES; IHelU!)!';. GREEtllSH iO 61SH~CRI\Y CLAYEY 500 --500
<<(
~ <liE SILT'WITH 5..\NO AIlO r.RAvn (fI[1t(;RI{[O AtlO ""[ATlI[il[O PRE-ILliNOIAN
>-:;, 'GLAC IAl Till); ASSIGNHEtH TO YARIQUTH IAN GLAC IAL STAGE IS ntfTATIVE
£ B
PRE*lltlNOlltl GLACIAL TILL - GRAYI$H*8ROWN TO EROWN SilTY CLAY AND
...~. l;.t.,>< (LAYrY ; It T wnlf SQM.E 'iANO j\O!D GRt.vEt; !RO~"l<f COLOR AMO RilATlVEt Y
**.. ,' ..'i;$
.n~
HIGH (l.\'f COtlTD:T IS CHARACl[RI51IC; ftNTATIVElY ASSIGNED TO KANSAN GL,"'IAl ')lAGE 0/11 WE BASIS or CLAY ANALYSIS BY ILLUIJIS STAT[
--47'5 GEOLOGICAL SURVEY lUll f>II.E-ltlINQIAN. AllUVIAL 4/110 LACUSTRI/II[ OEPOSIT - CONSISTS OF G<<."nSH-8ROnN BROWN AND t;P.EHI CLAYEY SilT AND SIl n CLAY WITH SAtlD AND SCH~ GRAvEL (REI.'nR<EO GLACIAL TILL) AND GRAY TO 8RO~ ClAYEY SILT
~IITH ORGANIC D["-~IS (l.\(IJSHI.I:I[ Q~ tOW Et:£P.GY *~LLUVIAl OENlSIT);
ItiCWOEO AS ?!\OT Of Til! tWtDIt£T stORer.". Q!PQS IT IN "REAS ~!.-tERE IT r:. :.:. . 450 --450 IS UNDERLAIN EY St,NOY OUTWt.SH OEMS ITS I J BEDROCK '1l\llE'f OUTUASH DEPOSIT - !ORAY rlNE TO MEDIUM SAND WITI! SQttE NOTES: X:.'{=i:iJ!: ~~~i~T1ANO AND OCCASIONAL GRAVEL IN ":ON£5. ClEAtl (pUlHOt;ET VALLEY
- 1. GROUNDWATER LEV.ELS INDICATED ON THE SUBSURFACE 425-.J SECTION WERE OBTAINED BY INTERPOLATING --425 6[oaoCK. _ !Ht£R6EOU(O lA'\'£"S OF lIHE'iT014E, SHALE ANn SlLTSTOME ASSIGNEO TO THE ~!;.L ~AtISB\JRI) GROUP. ftJOESTD FORMATION ON THE BASIS OF SPORE BETWEEN BORINGS WITH PIEZOMETERS. INFORMATION ANAlY'it; vi TH[ COAL ENCOUUT£RlO IN BORING O-JI ON ACTUAL GROUNDWATER LEVELS EXIST ONLY AT LIMESTONE - GRE(MISH-GRAY. GRAY AND BROWN, FIltE TO cOARSEn C;:I.YSTALlINE.
~
BORING LOCATIONS WITH PIEZOMETERS. IT IS
'iILlY, 'HIN 8[00lO TO f.\AS'ilvE. NUt1EROUS SHALE PARTINGS IN IOHt:S, POSSIBLE THAT GROUNDWATER LEVELS BETWEEN rOSSllIFUOU'i BORINGS WITH PIEZOMETERS MAY VARY FROM THOSE INDICATED.
i=¥::Ej SHALE - lO~:E'i. GUY T1) OMK GUY SHALE. CARGONIIC((lUS TO CALCAREOUS, cuyn IN UPAN'itvE. SlICKErlSIOfS; OCC,\'5I01:AL CC';C!HTION
- 2. THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE SECTION WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS. ~.' ~. Sn.TSTOH[ - LIGHT GRAY SltTSTi):,E. MICACEOUS. FH:E SANDY; CROSS-IrODED
~ Itl ZCHES~ OCCASIONAL INTElI:6lODEO LAv;::n or SILTY SAHDSTOUl INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS HORIZONTAL SCALE IN FEET EXIST ONLY AT BORING LOCATIONS. IT IS POSSIBLE TRAT SOIL AND ROCK CONDITIONS MAY VARY FROM .00 o '00 800 THOSE INDICATED. I I
- 3. THE DISCUSSION IN THE rEXT IS NECESSARY FOR 'IEIt1'ICAl . . . . . I ..ATIH *** CLINT 0 N POWER STATION PROPER UNDERSTANDING OF THE NATURE OF THE SUBSURFACE MATERIALS. UPDKrED SAFETY ANALYSIS REPORT
- 4. ELEVATIONS REFER TO U.S.G.S. DATUM.
S. REFER TO FIGURE 2.5-271 FOR LOCATION OF 6. SUBSURFACE PROFILES. FOR DETAILEO WATER LEVEL DATA REFER TO FIGURE 2.5-275 FIGURE 2.4-36_
- 7. STRATIGRAPHIC NOMENCLATURE OF TUE QUATERNARY DEPOSITS USED IN THE FSAR TEXT DIFFERS fROM GEOLOGIC SECTIONS A-A' AND B-B' THAT USED ON THIS FIGURE AND ON THE BORING LOGS. AND IS CROSS REFERENCED ON FIGURE 2.5-27 *.
STATION SITE
N 45° E Y r!*------STATION SlTE------<-l c C' 750 GROUND SURFACE 725 TL1!:_ ..J.*~, ...,*t~;~.. t;'**~~*"';*~*.""*~*<:..::'WATER TABLE IN 725
. '." . . . . WISCONSINAN TILL
.:;.;;:' ;U:J;:;.,.~Fif' -:-;t~~ *:~~r**' -' ~. ~"S2.;IEZOMETRIC WISCONSINAN GLACIAL TILL HEAD IN LEGEND ILLINOIAN TILL 700 PIEZOMETRIC HEAD IN mrrmn LOESSlUtE* OF F IHETO SAND:
!z: lllUlllU I~wt~ KllTl[D BROW ""0 GUY eLA.Yo SILT OA SILTY CLA, wITH wf.:AlHUE.D 675 PRE-ILLINOIAN TILL 675 z
~
f.* . . ~-.:"~ WISCONSINAN GLACIAL Till
- ~:*:*~-;.2?~*;
- BROWNISH-GRAY 10 GRAY CLAYEY SilT Oil SilTY C~ A'f WITH SA.~D AHO GRAVEl; CONTAltlS tARE'Ul.ii.R AND OISCC:'TI~lnUS l[l;S:S OF SA:ID :loNe SilT THROUGHOUT (GLACiAl OUTlofASH AND POSSIBLY "z lOCAL LACUSTlUt.:r DEPOSITS)
~
_ .,fT£Jl.GlACIAL ZOI:£ - INCLUOES OARI( GitAy 10 &1:...., QRGA_le (lAVfY SilT OR (0'''0 .N. WEAT.'R" SilTY CLAY (COLLUVIAL SOilS), GR((NISH TO BLUISH-GAM Cl,c,'I'(V SILT 650 650 ~ W"" "NO IN' ."V[L ILLINOI" ""IAL TILLl GLACIAL TILL z
<t
~
Em
~.~.. :.": ..
ILLINOIAN GLACIAL TILL - BROWNISH*GR"Y 10 lilAY CLAYEY SILT WJ1H SAND AND GRAvEL TO vERy SANOY SILT all SILTY INl£A8EOOEO OU1WAStI O[POSll$ IN u,Pt" HO'llQMS. SA~ \ft1M SOfoI( CLAY AND GR"WEt: 625 625 !:1 I(
~
I( 600 600 ~ ~ III PAE-llUNOIAN GLACIAL TILL - GRAYISH-8ROWIITO 8ROWN SilTY CLAY AHO
. CLAYEY SilT WITH SOME SAHG AND GRAVEl; 8ROWtt COLOR AND "(UTlVEll
~ ~ j:;::
. HIGH CtAY CONTENT IS CtlARACTEIUSIICj TUTATIVEt.Y AnlGHEO TO KANSA!rt GLACiAL SlAGE ON TH[ 8ASIS Of CLAY AMAUSIS IY ILlINGtS SlAt£.
j:;:: G[OlOG 1tAt. SURVEY 575 575 ~ ~ ~ ~ i4:I i4:I 550 550 GUIClAL TILL I£,",OCI(. - INT[lt8EOD(D LAvUS OF LIMESTONE. SHAlE AflO SIUS."[ '551"'[0 z z TO TH( McL(AIISBOIIO GflOUP. I'OO(5TO FCR;o>ATtQH ON Ttt£ IASIS OF' SPOR[ ANALYSIS OF' THE COAL £N(OUHT£!It£D IN IO'UII; 0-31 1II1ESTOIf[ - GItEErIlSH-GRAV. GRAY AND .noWN. FIN( 10 COARSELY CilYSTAlllN£.
~
'I
~ M 525 525 5;S3 ~~~gl.l~~~U:[DDEO TO ~SSIY£. NUMEROUS SHAlE PARTINGS lONES.
LACUSTRINE DEPOSIT
~ ~
SHALE - GRAY TO DARK GRAy SHALE. CARCORftCEOltS TO CAltA.taus; CLAYEY I,. ZONES, urAitSIVE. SLlCK[t<SIOES. OCCASIQj'AL C~CRETIOIC 500 500 ~
~
SH.TSTON£
- LIGHT GRAY SILTSTONE, MICACEOUS, FlH£ SA:tOY. CROSS-BEODto nt 1OIUS; OCCASIONAL It.1l£RBEDDED lAYER OF SilTY SAt.lOstON[
475 475 450 450 MQAtZOt-r'f AL SCALE iN ff£T
~ 400 o 400 800 1, C1IOUlIDWA'l'ER LEVELS INDICATED ON 'TlIE SUbSURFACE ! !
-SECTION Wl!t£ 081AtNED BY nil'ERl'ot.ATI~{C B£'rJEEN BORINCS 'ITK PIEZOMETERS. INFOR'iATION vERTICAL "ANnATtoN IIX 425 425 ON ActUAL GRQliNDliATER LEVELS EXISt C:-..'LY AT BORING BORING LOCArIONS nTH PIEZOMEtERS. IT IS COMPLETED POSSIIILE 'rnAT CRO~N!l'oIATER LEVE~S BEl",JqN 1!O!t'..t.IItUl Pll:ZOMETERS MAY VARY FROM THOSE AT ELEV. 294'
~rtn.el'.
Z. TIlE DEPTli ANti TlIIC\(lIESS OF SOIL AN:) ROCf. STltAl"A IIIDICATED ON THE SUBSURFACE SECTION 1lElU! OBTAINED BY INTERPOLATING ~ETWEEN BORINGS. II!FORIIoI.TION ON ACTUAl. SOIL AND ROCK CONnITIONS EnST ONLY AT BORtNG LOCATIOSS. IT IS 'OSSIBLE tHAT SOIL AKIl ROCK CONDITIONS MAY VARY FROM TIIOSE INDICATED.
- 3. TIlE DISCUSSION IN THE tEA. IS NECESSARY FOR PROPER UNDERStANDING OF TIlE NATURE OF THE SUBSURFACE MATERIALS.
CLINT ON POWER STA flO N
- 4. ELEVATIONS lU:FEg to U.S.C.S. DATIIM. UPDATED SAFETY ANALYSiS REPORT
- 5. IEFEII. TO FIGURE 2. S-271 FOR LOCATION OF SV8SUllFACE PROFILES.
- 6. roa DETAILED VATU LEVEL DATA REFER PIGURE 2.4-36, to FIGURE 2.5-276
- 7. STRATIGRAPHIC NOMENCLATURE Of THE QUAnRNA' DEroslTS USEll IN THE fSAR TEXT DIFfERS FR'
. GEOLOGIC SECTION C-C I STATION SITE TllAt USED ON 111lS FlCURE AND ON THE WRIN, l.OCS. AHD IS CRDSS REfERENCED ON FIGL'llE -
1.S-174. I
DIRECTION : CHANGE o :I -:rN2rW 0' I I NORTH FORK OF 725 I* SAIl" CREEK VALLEY 700 WATER TAllLE 0. 675 675 TAILE IN TLL .... ~ ZONE ~ 650 6!10 ~ ~ i LEGEND ~ ILLINOIAN GLACIAL ~
§.
-e* ._-_._...._-_.-
salt,::: :T:..,; ~:u.: =I~~ =:.rc-,:::.:- 625 ~ 625 I _ .. _---_-... Iii i4I fB:'l:I- SILlY Q.M _ st'" curta'
~-.-,-.----
6(J() 6()() m sue.... " * - - . - .... cu:'.t.'\' ..... 525 --625 NOTES:
- 1. GROUNDWATER LEVELS INDICATED ON THE SUBSURFACE SECTION WERE OBTAINED BY INTERPOLATING
_ZONTAL $GALE IN RET BETWEEN BORINGS WITH PIEZOMETERS. INFORMATION ON ACTUAL GROUNDWATER LEVELS EXIST ONLY AT BORING LOCATIONS WITH PIEZOMETERS. IT IS 400 0 400 100 POSSIBLE THAT GROUNDWATER LEVELS BETWEEN BORINGS WITH PIEZOMETERS MAY VARY FROM THOSE INDICATED. II . . . .: ' "
- 2. THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE SECTION WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS.
INFORMATION ON ACtUAL SOIL AND ROCK CONDITIONS EXIST ONLY AT BORING LOCATIONS. IT IS POSSIBLE THAT SOIL AND ROCK CONDITIONS MAY VARY FROM THOSE INDICATED.
- 3. THE DISCUSSION IN THE TEXT IS NECESSARY FOR CLINTON POWER STATtON PROPER UNDERSTANDING OF THE NATURE OF THE SUBSURFACE MATERIALS. UPDATED SAFETY ANALYSIS REPORT
- 4. ELEVATlONS REFER TO U.S.G.S. DATUM.
- 5. REFER TO FIGURE 2.5-272 FOR LOCATION OF 6.
SUBSURFACE PROFILES. FOR DETAILED WATER LEVEL DATA REFER TO FIGURE 2.5-277 FIGuRES 2.4-37 AND 2.4-41.
- 7. STRATIGRAPHIC NOMENCLATURE OF THE QUATERNARY DEPOSITS USED IN THE FSAR TEXT DIFFERS FROM TIlAT USED ON THIS FIGURE AND ON THE BORING LOGS. Atm IS CROSS REFERENCEO ON FIGURE GEOLOGIC SECTION 0-0 1
- DAM SITE 2.5-274.
LEGEND DlRECTIOMI CHANGE DIRECTION I CHANGE I I E 7 N 46" W I I
,. N 22"W I I
--= N 27' W E' ~f(~=;: ~Ir:ln ~-=.=..~: ~';,~~:'f: ~~'::':I:-
~ .aoww Jill" CLAT &leO tu.'u stU f--- SALT hl1 'MWII to GaA' r.M[ 10 CO"IS( SAND ... GIJ,'o.
IIIIIIIID CAEEK--1 VALLEY GROUND SURFacE !Z LO(U
- tltOWf.: 10 K'lnLEO tROW A~ GUY Cla,E:Y SIlt 01 Ill" CLAY .,11M or
...z T!lACE '.HE SAfliO. "U,tl((II;(O
§ 725 i 700 675 6SO 625 625 600
~
*¥.';'*:*:";;~1 I£ORO(C VAl.U, OI9WASH o(flosn
- GU, FIll( to MfO"... SMI "11M SOME ta.lR5£ SAND "NO acCAS tOUl CU'(l ** lDIf(S. eu... (fWlltCT O(OOSIti vAL""
"MOCe.
- INnaUGD£o Uft.~ Of lItCS1Hl. SHM.[ ... SILfS1QII[ ASSIGlIf.
10 1M( McLEAnSBORO GlOW. UlDlSfO FCIUCATIOtI o. tM£ lUIS OF' SPOaE MAllSfS or fJ4£ COAl,. (IICQfMtl<<tO . . . . , . . 1.11 $75 575 L'MlTONE * '.U".SK.... ...,Y. Gu., &lID . . . . . ,,,.( 10 COUstlT taUT4LCIN£.'
~ SILTY. tM,,, I[OOEO 10 HASS'y(, IMUDV5 SMILE ....tlllG' HI .tIMu.
ross Il "(ROUS 550 ~
~ SILHlOfIt .. LIGHT GRAT SIi.fSlOlff. flKAClOU$. F'II£ , .... ; CIIDSS-lOHo
~ ,N IOUS. OC(AStOlIAL INn**uOlO utta Of' lu.n~...
_ COAL - IUC~ QI.:'. 'lit ** 1UOtO. u.ar.
\\)l!;~3
,;ROUNDWATER LEVELS I~DIC:\TE.D ON THE St:BSl"RFACE SECTION WERE OBTAINED BY INTERPOLATING BETWEEN BORI~GS W'ITH PIEZO~1ETERS. UIFORHATION ON ACTt:AL GROUNDl~ATER LE\'nS EXIST ONLY AT BORING LOCATIONS t<!lTH PIEZOHETERS. IT IS POSSIBLE THAT GROt:}lDl.JATER LEVELS BETtJEEN BORINGS \.JITH PIEZOHET[RS HAY VARY FR0}1 THOSE 475 475 INDICATED.
- 2. THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED O~ THE SUBSURFACE SECTION WERE OBTAINED BY I~TERPOLATING BETWEEN BORINGS.
INFORMATIO~ ON ACTI:Al SOlL AND ROCK CONDITIONS EXIST ONLY AT BORI:-l'G LOCATIONS. IT IS POSSIBLE THAT SOIL AND ROCK CmmlTloNS MAY VARY FRON THOSE IND[CATED.
- 3. THE DISCUSSION 1:>1" THE TEXT [5 NECESSARY FOR PROPER UNOERSTANDI;;JC Of Tn!: NATCRE. OF HIt:::
SUBSURFACE HATERIALS. 425 4. ELEVATWN$ REFER TO 1:.5.(;.5. I}ATm1.
- 5. REFER TO FIGURE 2.5-273 fOR tOCI\TION Of SVBSURFACE PROfILES.
- b. FOR DETAILED \,)'ATER LEVEL DATA REF"ER TO 400 FIGURES 2.4-37, 2.1.-38, 2.:'-!.1 AND 2.4-42.
- 7. STRATIGRAPHIC NONENCLATllRE OF THE QUATERNARY OEPOSITS rSEn IN TilE r$,\1{ TEXT \)IFFERS FROM THAT USED ON THIS F[C,VR[ ANI) ON THE BORIN(;
LOGS, AND [$ CRuSS RHERENCEfJ I\N FtG(RE ~.')-2;,",. S7S CLINTON POWER STATION UP-DATED SAFETY ANALYSIS REPORT 400 o, 400
.00 FIGURE 2.5-~78 t:e
.100 GEOLOGIC SECTION E-E' - ALONG NORTH FORK OF SALT CREEK
F ~I*~----- SYATICII S I T t ' - - - - -.......~1 N 77'E DIRECTION ICHANGE N 90 0 E = F' I ~
~ ct.
c( 750-ORIGINAL GROUND SURFACE ORIGINAL GROUND SURFACE SALT CREEK VALLEY-----..., 675 650 625 600 575 475 450 425 HORIZONTAL SCALE IN FEET LEGEND
~k[~'LlIJQIAN GLAC.IAL Till - GUyIS........,. . YO BIlOWN SILlY ClAY MeD c u n , SILT WITH SOME SAtlD AtlD CRAvEl: "'OWN COLOR AHO Il[l#.lIV£U
!AI
~ !A\,l taiEIt "U~l\,j"
~
~ lao..... 10 tillt Sllll Ct"".
COA"SE SAIIIO. SIL.Tt 10 CiUVUlY IIC 10NES; O'iUlAUI n u n SILt AMI) f"lM( '0 n O,,(;,AHIC tOl>SOlt
. . HIGH CUT CONTUl IS CHAAACTE~ISlI(; lEtIUnV(LY AS5.IG;<<(D HJ U,M5.oUt GLACIAL $1'A'[ 0111 fM[ aaSli or cu.y AUL'f'StS I ' IlllNO '0; SYAl(
GlOlOGICAL SUAv£Y VI.I'tcAL IOA . . . RAY'" , ** u I. GRIl\JNO'WI\TER LEVE\,S lNDICA1r:!1 ON THI:: 5VSSUII.fACI 3 .JT5 SECTION WERE OBTAINED BY INTERPOl.ATING HElVEEN 80RIN(:S WITH PIEZOMETERS. INfORMAHo;.< ~ ON ACTUAL GROUNDWATER LEVELS [XIST ONLY AT 8nRI~G LOCATIONS WitH PIEZOMETERS. IT {S rOSSISLE TKAT CRtJ\IROMi\TER L1::VE1.$ ~E1WEEN BORINGS kfITH PIEZOMETERS MAY VAil\' FRO~1 TUOSE INfHCATf.O.
********* EDaUCJt YALLET OUTWASH DEPOSIT
- GRAY FtHE 10 K[DI,," SAMD WHH 50"'(
THE llEPTH ANI) rHICKNI::SS O~* SOIL ,'Nil ROCK STRATA INDICATED ON TilE SUIlSUIlJ"ACI:: SECTION
'WI'.RE nlHhlNED Ill' INTERI'U\,ATINI; BETWU:N 1I0RiN(;S.
~ ::'::::~~::~
COA.S[ SAND AND DCCASIOtlAL CAA'I[l ,. lDHU. ClUtI (NHDMET VALLEY O[POSIT} INFORMATiON ON ACTUAL SOIL AND ROCK CONDITIONS EXIST ONI,Y AT JlORIN(; LOCATIONS. IT IS I'OSStBLf z &£01'00. UU(OO[O lA'I:(U Of Ul<<stOlillt, SMa\,[ A*O S\llSlOMt "SS\~(D TO tHE HclUtlSIOAO GROllP. n)DESlO m ...u lOti ON 1H( 'AS IS or SPOI.(
~
THAT SOIL ANII ROCK (t1NUITttlNS Ml\Y VARY FRO!' rr.TT1iTTIlNTEAClACIAl ZQf:.( - IIrtCl:JO[S DAR!( GU, To ,,"AY ORC;"'U( U#.Y['f SilT OR ANAlySIS or 'lHE COAL [MC.OUNf[It[O ** .,11;1" D-JI CLINTON POWER STATION
!:~' ,~~' ,:~~~;~;' (;~:.';!ii;m"~~~T~~.:~U:~':i~~r" '~::~~.~'\ :ll) 1'1105£ INDICATEn.
~ Uliill1ill 325
'0.... " '"l.,.
Tilt" III$CUSStoN IN TilE TEXT IS NECESS,\RY fOR
"""TO.[ - "[(.ISH-O."
I. I'IWI'EII UNIlJ;RSTI'NllIN{; nr THE NAn.'RE OF TlU; S(!IIS['RFflCl:: MA1TRIALS.
~
~ MU1l,i':::U~tDO(O
...., " ........ SHA\.{
10 NAUllli, IlUHE~U\
".[ to nal1MCS I.. lOMI-Ij,. U PDA TE 0 SA FE T Y AN A L Y SIS REPORT I'.I.EV,\TlllNS REFER 1"0 1',S.ro.$. IlATl;M. z Itl:fEII 'Ill i'1(;URt: ':.',_11. FllR l.OCAl'lON OF FIGURE 2.5-279 SIlKSUIIFACf, I'lwFIU:S.
- h. t:IlK llf.TAl1.£1) llAn:1t I.EVEI. DATA REFER Ttl FlI:tlREl.I._1h.
7 STKATICRAI'IHC Nllll1:NrJ.ATCRt. OF 111t. QrATERNARy IlE1'OSITS IJSf:ll IN TilL FS,\R TtXI IJIFFERS FR\lt1 lun GEOLOGIC SECTION F-F' - SITE VICINITY mAT lISEn (IN nIlS Flel'RE ANIl ON Till: F111RINl: _ COAL
- toA&.. lHltI-l[oo[n. I""""
LIM:!'>. AND IS noss REFERH,CElJ ON FJ[.URE 2.',_111,.
G I OlREC1IQH I ClWlGE OIIIECTJON I i _E G' N 46" E
== 1 I
It n-£
= I I
III ..- ,
- - SAIl" CMEK VALLEY----------oo.l
-.I
_ _ _D l
.. :::: .. Oil el ,,". _ I , *...-...*.*.- ..*.- - -- --"'<\ ~i~
! LIlESS c ...... i
... - SUIt~
__AL_
~L'-J!.~ ~ ..-...
$AJR?~~
~ ~ ~ _--.WI---~ 11U.
I I w,sCOHsiHAH~QlAC;~ YIU:- ********* .... i\. .-.-~-. IL~ f'\. / " ' . ' .* att. TAI\.t ttl WISCOtISIIIM f'L~ _v.:********** .-
"SAI7 CRUk -.ulMUfIt .........
I~AII tuCIAL 1ILL ILLINOIAN GLACIAL TILL
~-
_IT
- I'ftE*UINOIAN GLACIAL TILL PRE* IWIIOI... ILACIM. lILL PIlE -UlfIIOIAil 1.AcusT_~
BEDROCK VALLEY OUTWASH DEPOSIT NOTES:
- 1. GROUNDWATER LEVELS INDICATED ON THE SUBSURFACE 'U.Ilil'U_ CtAC;uc.
...-;~ JI) l",~ ........... _ _ ..... ,.t._.-,
.lttlilll'f$lLTtI I n , f t _ . _ . . CIMI' _~,
SECTtON WERE OBTAINED BY INTERPOLATING l ..t(MlOO(l auNIIII ...,m , . . . . - . . BETWEEN BORINGS WITH PIEZOMETERS. INFORMATION ON ACTUAL GROUNDWATER LEVELS EXIST ONLY AT BORING LOCATIONS WITH PIEZOMETERS. IT IS POSSIBLE THAT GROUNDWATER LEVELS BETWEEN BORINGS WITH PIEZOMETERS MAY VARY FROM THOSE INDICATED.
- 2. THE DEPTH AND THICKNESS OF SOIL AND ROCK STRATA INDICATED ON THE SUBSURFACE SECTION WERE OBTAINED BY INTERPOLATING BETWEEN BORINGS.
INFORMATION ON ACTUAL SOIL AND ROCK CONDITIONS ExIST ONLY AT nORING LOCATIONS. IT IS POSSIBLE THAT SOIL AND ROCK CONDITIONS MAY VARY FROM THOSE INDICATEO.
- 3. THE DISCUSSION IN THE TEXT IS NECESSARY POR PROPER UNDERSTANDING OF THE NATURE OF THE CLINTON POWER STATION SUBSURFACE MATERIALS. UPDATED SAFETY ANALYSIS REPORT
- 4. ELEVATIONS REFER TO U.S.G.S. DAtUM.
- 5. REFER TO FIGURE 2.5-14 FOR LOCATlON OF 6.
SUBSURFACE PROFILES. FOR DETAILED WATER LEVEL OATA REFER TO FIGURE 2.5-280 FIGURES 2.4-37, 2.4-38, 2.4-41. 2.4-42 AND 2.4-43.
- 7. STRATIGRAPHIC NOMENCLATURE OF THE QUATERNARY DEPOSITS USED IN THE FSAR TEXT OIFfERS FROM THAT USED ON THIS FIGURE AND ON THE BORING LOGS, AND IS CROSS REFERENCED ON FIGURE GEOLOGIC SECTION G-G 1
- SITE VICINITY 2.5-274.
z~- I ~~rfrZt=:t:=m~~
... ~z MILES 5 0 5 Kt:y, -:-:-===:-
') WAPEllA DOHE il DElANO DOME CLINTO N POWER STATION Jl 'ARNEll DOME UPDATED SAFETY ANALYSIS REPORT
-6. . . aNmIIIlS ON IrtIOCK SURCt:
* ""II""T£ POS IT lOll 0' MIIHOMET VALLIY 'Il,L D(POSITS FIGURE 2.5-281
!!!U1' IIIDlrt£D fROI1, GEOLOGICAL SIGNIFICANCE Of HIE GR~VITY ! I £LOS IN THE DWITT - MCLEAN COUNTY AREA, Illl':C IS BY p,C, HE1GOLO, RELIEF OF BEDROCK SURFACE L.D. I1cGIIINIS AND R.H. HO'I-IARO, IllINOIS STAT( G£c:tOGICI.1 SURVEY CIRCULAR }69. ""'.
REV. 3 SEPT. 1991
-~-
I
~-J'2500.6 H-J'O
~OJ'.O "Oo~ ___._
"80 _ _ _ _ _
~-20___
"_~_6
~-II 491.0 N 1276000 FEET 400 100 100 100 0
-.-~
lEeM,
.. lOll'"' lOCATIOtI -- [l£VAT'OIl or '10' or KNOCIt
, . . . _ eOIlTOUII 011 10f'- Of' t[DMCIC S4afAC( CLINTON POWER STATION COIITOUII IlITnYAL 10 nn FINAL SAFETY ANALYSIS REPORT IIOUSe
- 1. [IIlAIlCO[D 'fl[v Of' ~'"" , . PUMT MIA 2.
'110M "'UIIl 2.5-17.
I[OItQCK COIrTOUIIS AlIt lAUD 011 C(olOCICIIL FIGURE 2.5-282 s,,",rrCAHC[ OF TH( ' ..... YITY "[lOS .11 M He,," O{'ttIlT-IICL(AIl COUIITY ""tA. p.C. H['GOlD l.D. III'W", ILLINOIS.., ANO II.H. CONTOURS OF BEDROCK SURFACE IlllllOlS STAh C;(Oloc;ICAl SUIIY(T CIIICIIl.M
,,,, I,,,,,. \lllM MOOIFICATIOII ,~ 1O<<0t0U STATION SITE DATA.
800- TOP OF ROKIN (l'I.lISTOC£NE) -800 CONTIIOL FIIOM KEMPTON (181) 600- -600 WAlll'ELLA lAST DOME PARNELL DOME DELAND DOME 400- -400
-200
-0
-200- --200
-400- --400
--600 t::
~
-Il00- TOP OF HUNTON (SILURIAN-DEVONIAN)
"-J
--800 z
...2
-I CONTROL FIIOM H£lGOlO. n. Al. (I96't)
-/000- --1000 is
-1200- o --/200 I
Nt
-1400- --HOO
-1600- ~N (ORDOVICIAN)
--1600 CONTROL FROM BRISTOL AND BUSCHBACH (1973)
-1800- --1800 CROSS SECTION M-M'
-2000- --2000
-1100- --2200
REFERENCES:
KEMPTON, J.P., 1981, ILL. STATE GEOL. SURVEY ENVIRONMENTAL GEOLOGY NOTE 100. CLEGG,KE., 1972, ILL. STATE GEOL.SURVEY CIRCULAR 473 HEIGOLD.l.P.C, ET.AL.I964, ILL STATE _----------------11 GEOL.SUtNEY CIRCULAR 369 CLINT 0 N POWER STATIO N BRISTOL,H.M.a BUSCHBACH,T.C.,1973,ILL. UPDATED SAFETY ANALYSIS REPORT
-'0 STATE GEOl. SURVEY, ILl.
Y .; PETROLEUM 99. ~ FIGURE 2.5-283 .tI, WAPELLA EAST, PARNELL AND DELAND Sil Filial 2.$-285 FOR lOCATION tW .... ClOSS SlCTIOII DOMES, CROSS SECTION M-M'
J J' K
.., .., ..,eo eo ..., ...
q, t--. K'
~I t--. ~.
t\j eoI ...., .... t--. C\t t\j .... ...,~, eoI I I I I I I
.{ I I "- ~ I I
~ ~~ =t.. ~ ~~ ~ ~ ~~ ~
I
~
I
~ ~ Cl I
Cl~ Cl
~ ~~ ~
i
~ ~~ ~ ~
~ ~<o <0 ~ ~ ~ ~ <0<0 <0
~ ~~ ~ ~ ~~ ~ ~ ~~ ~ ~ ~ ~ ....
~ ~~ ~
750 ~ ~~ ~ ~ ~~ ~ ~ ~~ ~ ~ Q::"
~ ~
750 III III III III III III III III III III III III III
~
III
~~ ~ 750 III III III WISCONSINAN LOESS 725 725 725 INTERGLACIAL WISCONSINAN GLACIAL TILL ZONE 700 700 ORIGINAL GROUND SURFACE ALLUVIAL WATER TABLE ALT CREEK ALLUVIUM 675 675 675 LO(:S * ,'!01Af Ttl r(ll11fC tllto.,.. ....0 {,1\.I.1' Ci.Al'U JILf Ol SIL'Y CLA" Wlnt lUC( or f IH( S.IIoIO *
- l"'H(.to 650 650 650 625 625 625 600 ILltllOl.l~ (;: ~~IAl till tlc"""s"*".",, '0 to.A,. (lAn,.. ~Ilt "'tTl-! S""O
~
600 ".0 GlliAvn. to y(l!~ U<vO'! SILl:;1I SilTY S ... *O .... If ... SOMt CUY "NO C;"'V(l, 600 IN1U.U):!':0 OUhII.S' C*{POSITS 110 I.o~P(. HOUle.. S.
'~"
~ SAIIO. It-lACH!.. OLt.. .:.s,H. A.."ill POSSlllllOtAllACUU.'tI( DlPOSIts) 575 575 l:lI(
~ 575
~ ~
i::: ~
~
550 i:: ~
=--.~ "(~IUIJl3IAN tolACIA. llH _ (,u,tS,,*,JlOWIiI'O ellc."" SilT, [l'" AflO
'" 550 .~':;:""!j;:;". nA'ty Silt 10111.. o;C"'( SA',O A":; C.:l~(:', tI~t~" CC~QM ""':! 1I(~.Th'El' 550 ~ HIQI Clay Cl':T[~.T IS .... UAC1UISl'(. H" ..ll'V(L! ASSI(;..tEO :,;; r.Afts.-. -.J
' l ....CI.t SfA.( all 'toI( ..... SI\ or Cur AlllAl.1'SIS ,,. 'lI.II;1JH. SU1(
,fCl..O",tA...iUJly(T
~ "(~llllf()I"' .. 'UUvu.t ....110 UCOSUllif 0("5011 * (OIISIS1'5o or " ..."SM.
'ROo/N. ,.~,. ....,:: t"!(f, CL ... ~t,. S'll I.~.r, S'tTY Cln "'ITt< ... ~ ** O ANO 525 525 \Of<{ to""Yfl (1I!1:.".:iI.<:lO Ctac lAl ll~ll .1tO ,aay 1!) .JlO..". CUlt. SilT 525 WI1H OIl!(;:'~tC tl(I!.'S Ill~':~n.. I*.f r'l t':*.1 {";UG~ AllUVUll ttr~.'ll:
.... */ut cr
'ItftlfJO£O 5 Ttl! '"to -:**U ,;:,.. ~:~
UltO£~l.lt1 .~ <-Attn" OU1 .. 1.~ O(f'QS!lS
~~P'OSlt III AIIU\ ~.*"i.kL IT 500 500 500 atHOU. ~ 1II,[Ae[O~(O .....nll.... OJ: th*~SlCf(t:. 'iM4t( AkQ sh.1\101l( 4SStUtU TO TH[ "'clUr:SBIlII!O !;aQI./f' /';0[510 ;:;1; UlIO,. OM TMl ,.515 or Sf'OI.(
AlW.T5IS Of '"( (Gal £fllCOU.11UlO JIi IOUIII' O~Jl 475 475 475 450 450
~---d '5oll15"(
- ll(OtolT tonAY '5ollT5TO~{. "'U;:[OU\. rlt:( \A:<O-r. CAOSs~.(DO(O 1M tOlllls; 0((£510.. unultliotO lAnR (II SilTY '5o_CUO:.!
450 _ ceLL - 'L"'" COA\... ~u, '(COU ** ...,.r 425 425 425 [] t'x HOttIZOWT&l SCALE IN f££t
'X]
o 400 aoo
~====
375 ~OTES :
"75
- 1. GROUNDWATER LEVELS lNO[CATED ON THE SUBSURFACE SECTION WERE aSTA [NED BY INTCRPOLATING BETWEEN BOR [NeS WITH OBSERVED WATER LEVELS.
- l. TH.E DEPTH AND THICKNESS OF SOIL AND ROCK SiRAIA INDICATED ON THE SCBSURFACE SECTION WERE OBTAINED BY INTERPOLAn~G BETWEEN BORINGS. INFORMATION ON ACTL'AL SOIL AND ROCK CONDITIONS EXlST ONLY AT BORING LOCATIONS. IT IS POSSIBLE nu\T SOIL AND ROCK CONDlTrONS MAY VARY FROM THOSE [NO reA-TED.
- 1. THE OlSCUSSION IN THE TEXT (S NECESSARY FuR PROPER UNDERSTANDING OF THE ~ATURE OF Tflr SUBSURFACE HATERIALS.
C.t.INTO N POWER 4 *. ELEVATIONS REFER TO r.s.G.s. DAn1-!. S. REFER TO flGCRf. 2. ')-Ih FOR LOCATI!I~ \1)- ~l !~SrRFACE STATION PROFlI.ES. UPDATED SAFETY ANALYSIS REPORT
- h. FOR DETAILED WATER LEVEL DATA R~:I'I!'- -l~ FIt:rRES
- 2. :,-1112 THROUGH 2. )-20).
FIGURE 2.5-284
- 7. STRMICRAPHtc NOMENCLATURE OF TilE llL\TERNARY" inTI);' 1TS USED IN tHE FSAR TEXT UHTERS fROM Tl1.\! o..;E:) ON THIS FIGURE AND 0(1; rH[ SORING LOGS~
,\:>;1' '-: CROSS REFERENCED ON FIG1Kt '_ ',-274.
ULTIMATE HEAT SINK GEOLOGIC SECTIONS J-J AND K-K' 1
r-I. I : _~_
," L"~f\~-
-",~""-'-'i"'"'I ...
N I* 1 I f
+-- I -- -
I~~~~~~~~~-~~~~~~':~'~'~.~~-'~.~ I I I -J * (1-LEGEND: 01 Af-'ONO-DR ILL HOLE JIJ J ELEVATION TOP Of NO. 7 COAL DR I LL HOLE WITH ELECTR I CAL LOG CHURN-DRILL HOLE. WATER WELL, ETC. LOCATION APPROXIMATE (WITHIN 1300 fEET) ~4=*-+--+-+-\-+--+---1\--+t--'tr-+Iq--\-~"~~'i~~~:-<t.::"""
" ABANDONED COAL MINE SHAFT
+ DAMES & MOORE 0 lAMOND-DR I LL HOLE
-200_ CONTOUR ON TOP Of NO. 7 COAL SURFACE CONTOUR INTERVAL 20 fEET
- - - APPROXIMATE AXIS OF DOWNS ANTICLINE
---------- BOUNOARY OF COAL
_ . _ . - BOUNDARY OF PENNSYLVANIAN MILES 2 o 2 4 I NOTE: I. MODIF lED FROM: SUBSURFACE GEOLOGY ANO COAL RESOURCES OF THE PENNSYLVANIAN SYSTEM IN DEWITT. MCLEAN. AND PIATT COUNTIES, ILLINOIS; BY K.f. CLEGG, ILLINOIS STUE GEOLOGICAL SURVEY CIRCULAR 473. ., PLATE 1. 1972. L_
- 2. SEE FIGURE 2.5"286 CROSS SECTION L-L' SEE FIGURE 2.5*283 FOR CROSS SECTION M-M'.
. CllNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-285 STRUCTURAL CONTOUR MAP OF THE TOP OF THE NUMBER 7 COAL MEMBER
600- -600 400- TOP OF NO.7 COAL -400 200- -200 0-CONTROL fROM CLEGG (1972) -0
-200- --200
--400 i= -400- i=
z 0 -600- --600 ~ j:: ~
~ :J
..J '"
..J
'" -800- CONTROL fROM HE IGOLo. ET. AL. (1964) --800 '"
A. Q
-1000-0 If)
--1000
)C 0
A.
-1200-A.
..: --1200 TOP OF TRENTON (ORDOVICIAN)
-1400- --1400 CONTROL FROM BRISTOL AND BUSCHBACH (1973)
-1600- --/600
REFERENCES:
CROSS SECTION L-L' KEMPTON, J.P', 1981 t ILL. STATE GEOL. SURVEY ENVIRONMENTAL GEOLOGY NOTE 100. CLEGGtK.E., 1972, ILL. STATE GEOL.SURVEY CIRCULAR 473. HEIGOLD"P. C. ET. AL. 1964, ILL. STATE GEOL. SURVEY lil RCULAR 369 BRISTOL,H.M. a BUSCHBACH, T.C., 1973, ILL. STATE GEOL. SURVEY, ILL. PETROLEUM 99. CLINTON POWER STATION MILES UPDATED SAFETY ANALYSIS REPORT j 2 4 I YIIn'tcAl. CX."U.TtoII 101.5E FIGURE 2.'5-286 NOTE. SEE fiGURE 2.5-285 fOR LoCAT ION DOWNS ANTICLINE - CROSS SECTION L-L'- or THE CROSS SECT ION
~~.
~ A -N-~'~~~~~~~~~~~~~~~~~~~~~-L-;~~~~~~~
}
~ LEGEND eGos storaoe Project I/JJ Oil field NOTES I. Adapted from W. F. Meents, Oil and Gos Industry in Illinois, 1977, Illinois State Geologico. Survey, Urbona,I977 o 20 MM Scale in Milea CLiNTON POWER STATION __ UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-287 LOCATION OF GAS STORAGE PROJECTS AND OIL FIELDS IN THE SITE VICINITY
97° 969 ~ I I I I I I N-I ~ I I 1 I I I
\.t. __
~I MICHIGAN
,1 BAS N 108 o
- 316 LEGEND LOCATION OF MAXIMUM INTENSITY o IN'TENSITY NOT RECORDED
- IV OR LESS
~ IN-V TO V
~ V-VI TO VI o VI-VII TO VII
@ VII-VI TO VIII NOTES I. BASIS FOR SEISMOTECTONIC BOUNDARIES DISCUSSED IN TEXT.
2.ONLY THE LARGEST EVENT IS PRESENTED ON MAP.
- 3. EARTHQUAKES LISTED IN TABLE 2.5.4 NOS. IN PARENTHESES INDICATE NO. OF EVENTS AT ONE LOCATION.
o, 25
, 50
, 75
, 100 SCALE IN MILES CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.5-288 EARTHQUAKE EPICENTERS AND RELATIONSHIP TO SEISMOTECTONIC REGIONS
....... _----- . ._--- IOWA
- I-IV
** *V *
~------ *
- I* EXPLANATION
.1
- INTENSITY DATA LOCATION OF POINT I*
---, I
--------- _ _ _ * .,t,;.. &:.Ie of Miles
*-------------2 o ISO
____I 50 . 100 I ARKANSAS TENNESSEE
. CLINTON UPDATED POWER STATION SAFETY ANALYSIS REPORT REFERENCE. FIGURE 2.5-289 DOCEKAL, J., 1970, EARTHQUAKES OF THE STABLE INTERIOR~.UNPU8LISHED PH.D. DISSERTATION, ISOSEISMAL MAP FOR THE NORTHERN UNIVERSITY OF NEBRASKA ILLINOIS EARTHQUAKE OF MAY 26, 1909
8!;O
~""- ....... --,--------. MINNESOTA IOWA
-N-WISCONSIN
------~}}