ML22111A194
| ML22111A194 | |
| Person / Time | |
|---|---|
| Site: | Clinton  |
| Issue date: | 03/31/2022 |
| From: | Constellation Energy Generation |
| To: | Office of Nuclear Reactor Regulation |
| Shared Package | |
| ML22111A226 | List:
|
| References | |
| RS-22-048 | |
| Download: ML22111A194 (119) | |
Text
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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-1 LEGEND PLANT PLANT AND SITE LOCATION
~ SITE AREA
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..1I:;'**;fO-::<<:t I CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT o 2 5 FIGURE 2.1-2 MILES o I 2 5 6 7 8 LOCATION OF CLINTON POWER STATION SITE WITHIN DEWITT COUNTY KIL'OMETERS
WILSON TOWNSHIP RUTLEDGE TOWNSHIP HARP TOWNSHJP WELDON SPRINGS STATE PARK NIXON TOWNSHIP CREEK TOWNSHIP L NO
- o PLANT SITE AREA o 2 4
.. >('.
~ .r.N STATE PARK MILES o
11 I 2 3 4 METROPOLITAN AREA ,
KILOMETERS CLINTON POWER STA TlO N UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.1-3 LOCATION OF CLINTON POWER STATION SITE WITHIN POLITICAL TOWNSHIPS
.... REVISION 9 JULY 2000 T.ZK
.. 10
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LEGEND
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--:.. -SECTION LlIE 54
- - - - _ 1 _ RD.W. LINE 24 42 "t
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I I. tl£ llJIOaW'tIY _ 011 THIS PLAT w.s a.PILED lIT fIHOTOGRAPHIC IETHDDS USING -'ERIAL ~ OF DEC. 1910.
- 2. tl£ CIlII1IICL _ USED FOR T>E _ _ WEI£
_ 010 tl£ 11.1.1Il0l5 $IllTE ._NATE SYSTEII, 'OIII81...TlIIII ON F"5T OIIIJER "s.& TR .........TIOII STATIClIIS.(rrEJI 1.2 IIr OIlERS}
3.. ALL IIEAIIINGS SICMN 0lIl TIE PLAT 1M) USED .111 THE DESCRIPTION ME ILLINOIS GRID MIt1H.
.. ' 4. PORT1QNS OF THE SLRYE'I'ED lEAL ESTATE AIlE WITHIN 500 FEET aF !IlIIflII!E -IllS, ~ _TEIOICOLIISES, E""" A TRIMI1IIIIT MEA GREATER THAN S40 M:IIES. IIEA$JIIIES . . : IIE_ TAKf;N 10 AS3I.IE THAT DRAINAGE FIIIOIII AWOIN+NG LAMOS WIll. IIII7T IE ADVEMELY 20 MFECTED.
- 5. PERMIT -14545. DA1'ED ....IL T. IBM. -S ISSLED ... TtE snn£ rE LLlNOlS, DEIWfTIIIENT OF ~ATIC>>I~ DIVISION OF _'fER II£SIJUOCES. FOR THE 00IIIStIILCTICI aF A . - TO RIMI .. _
ON THE ~ I£AL ES1IUE.
- 6. nE . . . . . 6 rJF TIE LOTS I ~ THIS P"..AT weE lET 10 OONRJRII WITH' EXISTI. 1lUI OISTIIICT _1£$ WMEJIE PdsSlaE AND TO a.-t.y WITH THE EfAlllIEIIIfJfTS OF aYPTER 120 OF TttE ILLIfIiIOIS REVISED S1&11J1ES.
'l l1IE ZlJNING f1F ntE SIMYE."YED IlEAL ESTATE- IIJICUJDES ..o...srwl~
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.a ALL POINTS C>>II TWE <<JUIIDM"( AIlE -...cED WIlli I RON PINS EXCEPT tN ~ AS NO'IB) ON PLAT: alNCRETE WIllIIESS POST (4" **- WITH THE LETTERS U?C, CAST IN} HoWE BEEN SET 1fIPR(J(-
IIIATELY WllHlN ~ FOOT OF THESE ..... PlIIIS. OFFSET WtTJIESS POSI"S WERE SET IN R..o.w LtIftTS IF IUIDS.
- 9. IRON PINS AT LOT CORNERS AND l11E IEIIAINING .ITJIESS POST NOT sET AS f1F THIS DATE. WLL BE PI....AaD AS ~ AS CXJteSTRUC-TKW PERMITS.
13C 32 CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-4 CLINTON POWER STATION SITE INDEX PLAT
Revision 5 LEGEND PRIMARY ROADS I I I I I I I I RAILROADS AMTK AMTRACK BLOL BLOOMELINE CNW CmCAGO & NORTHWESTERN CSXT CSX TRANSPORTATION IC ILLINOIS CENTRAL lHRC IITRAIL CORPORATION ..
NW NORFOLK & WESTERN SPSCL SOUTHERN PACIFIC CmCAGOLINE TPW TOLEDO, PEORIA & WESTERN UP UNION PACIFIC CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-5 RAILROADS WITHIN A 50-MILE RADIUS OF THE SITE
REVISION 14 JANUARY 2011 I
I I I I I
.-1------1--------1
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1 1\ 1 I " I I' 1 1 '. I 1 '. I I '. I 1 '. I
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- I ' LEGEND:
I ASHLAND OIL PIPELINE -8" CAPPED AND ABANDONED
,............ EXPLORER PIPELINE -24" I I I I I I (CANADIAN NATIONAL R A I L § HEAVY DUTY ROADS MEDIUM DUTY ROADS I 1/2 0 e U
'---~~~r-------~fr~~~------~-1~ /1\ 1 !-~
MILES
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- 1 \ 1 *
- \
CLINTON POWER STATION 1._- \1 UPDATED SAFETY ANALYSIS REPORT 1
7~-----~- FIGURE 2.1-6 II
/ 1 \*
TRANSPORTATION ROUTES AND PIPELINES WITHIN A 5-MILE RADIUS OF THE CLINTON POWER STATION
- -:::,:::,:_ _ '-~_::::-:_::_______ ..J_..) .... _____ _
REVISION 15 JANUARY 2013
~'-3/4, -- ,,,.
-- *... :o!..,, ) I~ . NOTES:
1./ .*'
- 1) THE TYPES AND LOCATIONS OF GATES IN THE PROTECTED AREA SHOULD AGREE WITH DRAWING S03-1133.
- 2) LARGE FAB SHOP WILL NO LONGER BE USED AS A FAB SHOP, BUT
,( WILL BE USED FOR STORAGE OF TURBINE DIAPHRAGMS AND CONTAMINATED TOOLS STORED IN SEA VANS.
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LEGEND
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DETAIL A0?.>-1201-'2 NO~CAL.! NOTE: SEE FIGURE l.2-3 SHEET 2 FOR NUISANCE FENCE LOCATION
~
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- t THE FENCE TURNS NORTH AT THE "*--._ **
t / ROAD TO THE CPS RECREATION AREA / I
- / AND ENDS AT THE LAKE SHORE .
- -~11> *(:*; :
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!._ ... _._ ,. . * ... .,.. .... .,,. ... .- 40-NQ.T__g;.._ _U!II 1 ]~ . . BJEJ4 ..£~N~EJr.L£0~ _ .... ___ .... .,.. _ _,, = _.; """ ~-~ ,.. ~- = _,. ~7u;<L-:-. ~~ .,. ~ _ -'~,
J CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT MTC~ Pi.ANT GiAre*&
FIGURE 2.1-7 CLINTON POWER STATION RESTRICTED AREA
REVISION 15 JANUARY 2013 LEGEND SITE BOUNDARY
/ r:z:zzzzJ UNRESRICTED AREA l.,;;,,-:-,-!l SPECIAL UNRESTRICTED AREA ( See Note 1 l.
AREA WITHIN SITE BOUNDARY NOT OWNED BY@
... ., 10 NOTES 1, THE AREA IN THE LAKE BETWEEN TrlE BUOYS AND THE EXLUSION AREA BOUNDARY IS UNRESTRICTED AT THIS TIME,
- UT WILL BE CONTROLLED IF PLANT EFFLUENT CONDIT[ONS WARRANT CLOSURE,
- 2. LAND PARCEL NOT OWNED BY EXELON, INCLUDES RESIDENCES
- 3. LAND PARCEL NOT OWNED BY EXELON, OIL COMPANY PIPELINE PUMPING STATION.
- 4. LAND PARCEL NOT OWNED BY EXELON, AGRICULTURAL USE.
5, THE LAKE SIIOR[ JS APPRD~ !MATEO BY 690 FT MSL ELEVAl ION L!NE,
- 6. LAND PARCEL NOT OWNED BY EXELON, CLINTON LAKE MARINA.
- 7. LAND PARCEL NOT OWNED BY EXELON, LISENBY CEMETERY. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-8 UNRESTRICTED AREAS FOR RADIOACTIVE EFFLUENTS
CPS/USAR FIGURE 2.1-9 HAS BEEN DELETED CHAPTER 02 REV. 12, JAN 2007
NORTH SECTOR NNW 1970-14.'.20 NNE SECTOR 1980-15492 SECTOR 1990-1,,990 1971l- 039670 1970-18695 2000-103729 1980-1109,7 1980-19074 201()-~n(14b lygd-l~5Jn8 1990-20648' 2020-':~2 766
. 2U\.JU-13SJ j":' 2000-22768
- OlO-l)~J"d 2010-25100 2020-27674 NW NE SECTOR SECTOR 197,)- 54879 1970-12463 14HU- 67 69Y 1980-11991 1991)- 76.415 1990-12797 20t);)- 8~252 2000-14109 2010- 92884 2010-15555 2020-102400 2020-17148
':"47tH 3193 56570 2784 64166 2890 70746 3186 77995 3514 85987 3873 WNW ENE SECTOR SECTOR 1'170-2556') 1970-42755 19'30-:749:' 1980-46989 1990-Jl)l:Jl 1990-51748 2:)OO-32~::'3 2000-57049 2010-3f.b16 2010-62899 21)20-40~n4 2020-fi9341 WEST EAST SECTOR SECTOR 19,0-33623 56~9 4731 87338 6224 1970-116047 198(1- )~l':'-; 5/(1) 4339 106429 7199 1980-141400
~ 990- J '.)-)..:0 1 616t 4570 119836 8021 1990-159214 lUou-l.n716 6796 5038 132121 8842 20UO-175531 20iU-4~IfOl 7496 5555 145659 97 ')0 2010-193520 202U-49')00 8.263 ni2S 160595 10747 2020-213358 WSW ESE SECTOR SECTOR 1970- 76491 1970-23005 198(1- R22h4 1980-26366 1990- Qn220 1990-29321 2!JOO- ~9475 2000-32599 2(J10-I09067 2010-35641 20.20-12091 :.: 2020-39295 5456 5294 13218 5664 14')74 -'/-:,:,-, 6244 16007 1751 6M84 SW 17715 2942 7589 SECTOR 3241 1 Y71)-1 u 174 3575 1970-20588 1 9~:sr I-.! r I', -).'i 3942 1980-20852 19Y1i-":.~ ':44 1990-22552 2{)1)\1-~4R5 -) 2000-24860
'};)l',J-~ 74!) 1 2993 2UI0-27411
.!rJ2()-JO": I*, :!020-J02211 2477 2')31 CLINTON POWER STATION 27~P!
W76 TOTAL POPULATION SSW ) )91 UPDATED SAFETY ANALYSIS REPORT 0-50 MILES SECTOR 11.]70- 72nYQH 197U-11 .... )1_ 1970-17506 SOUTH 19811- 8102%
1990- 897220 lQal1-1.?I'JJ i \
1990-iJ8Ih~'. SECTOR 1980-17269 1990-18550 FIGURE 2.1-10 2000- 98H491 lOUO-15-2l':'t' 1970-lohIJ7 2000-20456 21110-1090510 19HO-413,8 2010-22551 POPULATION WITHIN 50 MILES 2010-16~7l:
lOlU-llU310 2020-184W~ 1990-45821 2020-24863 OF THE SITE 2000-50549 2010->>690 2020-61393
N o, 5, 10
, 15
, 20
, 25 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-11 MAJOR CITIES WITHIN 50 MILES OF THE SITE
/
z 0 #
/
l-e( #
/
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0 10 5
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I LEGEND:
500 PEOPLE/SQUARE MILE
1000 PEOPLE/SQUARE MILE
PROJECTED POPULATION 1982 PROJECTED POPULATION 2020 101~~~*~~i--~i------~------~-----'~i----~1 o 5 10 20 30 40 50 DISTANCE FROM SITE, MILES CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GU RE 2. 1- 12 CUMULATIVE POPULATION DISTRIBUTION
REVISION 8 AUGUST 1999 1995 AVERAGE DAILY TCJTAL TRAFFIC TRAFFIC VOLUME GROUPS o o o o o o o o
<Tl v <Tl o N v <Tl o--m 1000-2499 2500-4999 5000 AND OVER ANNUAL AVERAGE 24 - HO UR TRAFFIC VOLUMES CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.2-1 HIGHWAY TRANSPORTATION NETWORK AND TRAFFIC VOLUME OF DEWITT COUN TY AND ROUTES WITHIN 50 MILES OF THE SITE
CPS/USAR FIGURE 2.2-2 HAS BEEN DELETED CHAPTER 02 REV. 12, JAN 2007
CPS USAR Revision 10 October 2002 CLINTON POWER STATION FIGURE 2.2-3 CHART OF LOW ALTITUDE FEDERAL AIRWAYS
REVISION 10 OCTOBER 2001 r;ra:IlELD AIRPORTS WITHIN 5 MILES OF CPS AND SURROUNDING COMMERCIAL AIRPORTS
---.. DISTANCE & DIRECTION k=:>-=-::,s~...L_ _--~ 9 } - - - - - . . . . . ClBIOI AIRPORT FROM STATION LAYOUT
"-_..,._~CITl~ nllOT SPENCER (RLAI* 1.8 MILES WSW MARTIN (RLAI(PRIVATEI 4.5 MILES S (1 I 2000 FT. RUNWAY THORP (RLAI(PRIVATEI 4.75 MILES NW (21 1800 FT. TURF RUNWAYS EAST TO WEST/NORTH TO SOUTH BAKER CRLAICPRIVATEI 5.0 MILES SE (112100 FT. TURF RUNWAY NORTH-SOUTH BLOOMINGTON/NORMAL 22.5 MILES NNW (11-291 6500 FT. CONCRETE RUNWAY EAST TO WEST (2-201 7000 FT. CONCRETE RUNWAY SOUTH TO NORTH DECATUR 22.5 MILES S (6-241 8500 FT. CONCRETE RUNWAY NORTHEAST TO SOUTHWEST (12-301 6800 FT. CONCRETE RUNWAY NORTHWEST TO SOUTHEAST (18-361 5300 FT. CONCRETE RUNWAY
- This airport is now owned by Illinois Power Company and is no longer operational.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.2-4 LOCATIONS AND LAYOUTS OF AIRPORTS WITHIN 5 MILES OF CPS AND DECATUR AND BLOOMINGTON AIRPORTS
~.
" ' 10 DAVIESS
- 3 3 STEPHENSON WINNEBAG 5
NO. OF TORNADOES PER COUNTY (1916-1969) 54 YEAR PERIOD CARROLL OGLE
.*==8==~
WHITESIDE
____~
6 lEE 3 6 6 KENOAll LA SAllE 2 BUREAU 7 5 9 8 3
I--_---....J 4 LIVINGSTON
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Me DONOUGH HANCOCK 13
'4 5
- PIKE
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8 FAYEm EFFINGHAM JASPER 2 7 4 8
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--_..... 2
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WHITE 2
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JACKSON ~":"'....tii'iNf1;iAUiTiie
- 6 2 UNION JOHNSON POPE
- 4 2 1 CLINTON POWER STATION
'N UPOATED SAFETY ANALYSIS REPORT
~ILE:O 40 FIGURE 2.3-1
. 020 40 I '. NUMBER OF TORNADOES PER COUNTY KILOMETERS (1916-1969) 54 YEAR PERIOD
N NNW NNE NW NE WNW ENE 10%
W E
8 CALM MPS I 1.5 -3. 0> 8.0 WA_
0.3- 1.4 3.1- 8.0 CLIN TON POWER STAT ION UPDAT ED SAFET Y ANALY SIS REPOR T FIGURE 2.3-2 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, PERIOD OF RECORD
N I
NE WNW ENE 8% 10%
-E WSW SW SE ssw 8 1.5-3.0 CALM MPS I e0/a_.
>8.0 0.3-1.4 3.1-8.0 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-3 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE JANUARY
N I
NE ENE 10%
-E wsw ESE SSW I S
8.
CALM MPS 1.5-3.0 I tlWA_
> 8.0 0.3-1.4 3.0-8.0 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-4 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE FEBRUARY
N I
NNW 10%
8 1.5-3.0
, CALM MPS I f?//z_
>8.0 0.3-1.4 3.1-8.0 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-5 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE. COMPOSITE MARCH
N NNW NNE NW NE WNW ENE 10%
S
~ 1.5-3.0 >8.0
~MPS I V#4_
0.3-1.4 3.0-8.0 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-6 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE. COMPOS ITE APRIL
N NNW I NNE NE WNW ENE 8% 10%
8 CALM MPS I 1.5-3.0 f?7Z~
>8.0 CLINTO N POWER STATION 0.3-1.4 3.1-8.0 UPOA'TED SAFETY ANALYSIS REPORT FIGURE 2.3-7 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE MAY
N NNW I NNE NE ENE 10%
8 CALM MPS I 1.5-3.0 1VZ?2_
>8.0 0.3-1.4 3.1-8.0 CLINTON POWER STATION UPDATED SA F'ETY ANALYSIS REPORT FIGURE 2.3-8 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE JUNE
N I
NW NE ENE 10%
W- -E wsw ESE SE S
CALM 1.5-3.0 MPS I fV7Z_
>8.0 0.3-1.4 3.1-8.0 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-9 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE JULY
N NNW I NNE 10%
w- -E wsw ESE ssw SSE 8 1.5-3.0 CALM MPS I Y2ZZ;_
>8.0 0.3-1.4 3.1-8.0 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-10 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE AUGUST
N I
NW NE ENE 8% 10%
8 CAL M MPS' 1.5-3.0 VlZZ?
>8.0 0.3-1.4 3.1-8.0 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-11 WIND ROSE. 10 METER LEVEL. CLINTON POWER STATION SITE, COMPOSITE SEPTEMBER
NNE NE WNW ENE 10%
S 8.
CALM MPS 1.5-3.0 I VZZU_
>8.0 0.3-1.4 3.1-8.0 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-12 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE. COMPOSITE OCTOBER
N NNW I NNE NE WNW 8% 10%
8 CALM MPS 1.5-3.0 I VZZ~
>8.0
. 0.3-1.4 3.1-8.0 CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-13 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE NOVEMBER
NNW NNE WNW ENE 10%
8CALM MPS 1.5-3.0 I rZZZ_
>8.0 0.3-1.4 3.1-8.0 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-14 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE DECEMBER
~ '-4-'-~ .' l*:r~~-:.~~~
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CLINTON POWER STATIQ,N
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UPDATED SAFETY ANALYSIS REPORT
~
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, FIGURE 2.3-15 I
I TOPOGRAPHIC MAP OF THE AREA I
WITHIN 50 MILES OF THE CLINTON
- '*~*;XL t ;
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I POHER STATION SITE j
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, ,I I UPDATED S* AF'ETY ANALYSIS RE'PORT I 1 SCALE Hj MILES
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~'~ -L<- ~,...: -~I~\ '- ... -t*~ ...:,..,..... -f~
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.... FIGURE 2.3-16 L.nd,no f .. 'ri" \.
[. TOPOGRAPHIC t,1AP OF THE AREA
". WITHIN 5 MILES OF THE CLINTON POWER STATION SITE (1":t 16 '1 " 15 il. 14
-=Jfe==-
ROAD NORTH FORK CREEK I~.R CREEK I~AD ROAD N
750t' 700
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NE -------_._._----- --------
CREEK ROAD CREEK CREEK
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_ - - - - - - - - - - -.... , i E ?'.IE ---------- .... ' "'-------- *.... 1 ROAD CRrrK CREEK I ROAD I CREEK ROAD SALT CRrrK ROAD.. ROAD E
- 1. ~ - - I ~ - ~
~ ~_..------l . --- - -_._--
ROAD CREEK ROAD I
ESE . - - - - -.........' '....... Y\..c='\ 1 ,.../
SALT CREEK CREEK ROAD ROAD RR 1 I !
SE ~ <;;; <""'J;,. c-.. - - - -
~~ ~
L 650'1: SALT CREEK CREEK ROAD CREEK I-
~ 'j F.
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ROAD SALT CRrEK CREEK Rt~i .. R~AD ROAD R~AD R_R_
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750 : ROAD CREEK RCJ.AD R.R.,
SSW ~~~k= ____ ~ I '~I'\s.. /. SALT SALT"---' -
~ SALT CREEK CREEK CRU.h
- ~~ ~-__-
- - R~AD R~: ~ ~---l--
NORT~\.~~4~
R:e CREEK DAM I SW t==
650 SALT ..,---J..,..
CREEK fORK ROAD ROAD ROAD ROAD ROAD iJROAD CREEK I 1
I 750 _ - - . : I ,-l..-..--... I I/",,-,,--"
WSW 700 --------~~..r& hwsS$C\. * ---
P I r::R'6~5K 650 NORTH FORK R.R.
CREEK CREEK ROAD ROAD CREEK W H~ "'ISS"" ",,,,,m,,' ~f' " ,---,,, I, 1 j A I I
=-------
NORTH fORK R.R.
RGAL>
_ -_-.._.-.-==--_-_
. CREEK ROAD 1 ROAD ROAD CREEK CREEK ROAD WNW
- ~~ t-=--\ssss tsws C I~ ___ .. I rJ, _~~_-_-_-___--..Jl____-~-=--_-
1.,
650~ NORTH P
ROAD FORK ROAD CREEK CREEK ROAD CREEK
'150 CREEK llR.R/CREEK L J..,.- 1 1 1 I - - ---
NW 700 A ./, :4 o"~RK CREEK ------. ..-.. - . - - . - - - - - - - -'-'---'
650 R R CREEK CREEK I ROAD ROAD ROAD ROAD ROAD '1 I ROAD! CREEK 750 '
700 to I MOf NNW ~L ..... :" 4"">c:J,'
I.--- _ _ _ _ _ J...
~
____...L. __ _ ! ~ ... ___________ ....J.......
4 I
o I 2 3 DISTANCE, MILES a
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o 400
&00 FEET CLINTON POWER STATION
- UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-18
"'- - .' TOPOGRAPHICAL MAP OF THE SITE AREA
- , SHOWING THE LOCATION OF THE
- ~ 1 NOTE: 'UNIT 2 HAS BEE'N CANCELLED. METEOROLOGICAL TOWER TO THE STATION AREA
~ - ~
lO.O~===+==+=~=~~==~==I=+=~+~~I=======+=:I=+I==+-~:~~I~~~~~
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I 0.01 ~tL-[ -:: I I
10 20 50 100 200 500 1000 Visibility (m)
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE A2.3-1 HORIZONTAL VISIBILITY AS A FUNCTION OF CONDENSED WATER VAPOR AND AMBIENT AIR TEMPERATURE
28 CLINTON STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-1 SITE CHARACTERISTICS
~td.
88°130 88°00' I
~ ~"""~
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MAHOMET
~
/ .
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~
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- c Cl NON- RECORDING STATION
-< fIlO 0
1>Z \J DISCONTINUED STATION
- 0 "T1 0
r 0
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-1"'0
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- 0 rr1
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- z N z /TI SCALE IN MI LES 1>::0 rr1
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0 N -< en --_._"" --- ---
6iD
- 0 ~-I 7" fill>
- 0-1
.,,0 Oz
- D
-I
CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-3 REGIONAL TOPOGRAPHIC ~1AP OF CLINTON POWER STATION AND ADJACENT AREAS (SHEET 1 of 4)
g o.iollo.oi....._~~
- 0'1 ,
co
. UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-3 REGIONAL TOPOGRAPHIC MAP OF CLINTON POWER STATION AND ADJACENT AREAS (SHEET 2 of 4)
CLIN TO N POWER STAT ION UPDAT ED SAFET Y ANALY SIS REPOR T FIGURE 2.4-3 REGIONAL TOPOGRAPHIC MAP OF CLINTON POWER STATION AND ADJACENT AREAS (SHEET 3 of 4)
POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-3 REGIONAL TOPOGRAPHIC NAP OF CLINTON POWER STATION AND ADJACENT AREAS (SHEET 4 of 4)
a.
- E a.
a:
UJ I-Z
~
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o Q
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0 I-a::
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o N
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~nOH / S3H::>NI NI Al.ISN31.NI d ~ d CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE 2.4-4 SUMME~ AND WINTER PMP INTENSITY DURATION CURVES
REVISION 15 JANUARY 2013 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4- 5 PLANT AREA
6000 r----------.----------~----------~--------~----------~--------~
UNIT UNIT DRAINAGE 5000 r----------+----~+---1_----------~--------_4-----------~--------__4 REMARKS GRAPH DURATION LOCATION AREA DESIGNATION HOURS SQ. MILES DERIVED FROM SYNTHETIC METHOD IN I
2 DAIVI SITE 296 "UNIT HYDROGRAPHS IN IL.LINOIS" BY W. D. MITCHELL DERIVED FROM ROWELL STATION UNIT HYDROGRAPH ADJUSTED BY
@ 2 DAM SITE 296 AREA RATIO OF 296/334 (FROM "UNIT HYDROGRAPHS IN ILLINOIS" BY W. D. MITCHELL 1000 r-~-------+----------~----------~--~~--~----------_+----------4 o k -_ _ _ _ _ _ _ _~_ _ _ _ _ _ _ _ _ _~_ _ _ _ _ _ _ _ _ _~_ _ _ _ _ _ _ _~~----~~_L_ _ _ _ _ _~=_~
o 20 40 60 80 100 120 TIME IN HOURS FROM BEGINNING OF RAINFALL EXCESS CLINTON POWER STATION UPDATED SAFETY ANALY.SIS REPORT FI GURE 2.4-6 UNIT HYDROGRAPHS FOR SALT CREEK AT DAM SITE UNDER NATURAL RIVER CONDITIONS
5000~--------~----------~----------'----------.-----~-----r----------~---------'----------1
- Bloomington
- Gibson City I '.
Ir-----....._-~
- McLean
~
I 0 :' I
- J Le Roy
' ~o~~/
x(
I I
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\ ~o."(:-1 / \
(J) 3000 Rantoul Y.
lJ... <::t' U
- Atlonta I I
,-- - .' Farmer Ci ~y Z
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- Mahomet W ROWELL GAGING Clinton,'
(!) STATION ..K a::
(Drainage Area =334 S~M1):;;> Urbana
<< I!>~~
- r I!>, .. ' ",
u /':J v~" ~-
--/y:/r (J) \ Kenney. DAM SITE
\ Rowell (Drainage Area=296Sq.ML) 0
\ Champaign
\
\
\
o
"" SUB-AREAS
- CITIES 10 5 o 10 SCALE IN MILES o 10 20 30 40 50 60 70 80 LOCATION MAP TIME IN HOURS FROM BEGINNING OF RAINFALL- EXCESS UNIT UNIT AREA REPRESENTE D GRAPH DURATION REMARKS NO. HOURS IDENTIFICATION SO.MI.
CD 2 SUB- AREA CD 126 BASIN ABOVE HEAD OF SALT CREEK FINGER
- --~- - -- ---
2 SUB- AREA @ 36 LOCAL AREA OF SALT CREEK FINGER CLINTO N POWER 'STATION 2 SUB-AREA 0
--f - - - - - - - - - -
III BASIN ABOVE HEAD OF NORTH FORK FINGER
'UPDATED SAFETY ANALYSIS REPORT 0 2 SUB-AREA @) 15 LOCAL ARE,.\ OF NORTH FORK FINGER FIGURE 2.4-7
I------ -- -----
@ 2 SUB-AREA 8 RESERVOIR SURFACE AREA UNIT HYDROGRAPHS FOR SUB-BASIN AREAS
-~--- -- ---- ------
710
/1 f-'
~,t,-
1--'-
708 ~'-
I~CONTROLLED LAKE TOTAL 706 I BY CHUTE ,- f---'- 1-'-- ELEVATION (FEET)
DISCHARGE (CFS) f-'--'
II -.~ 690 0 r"-AUXILIARY 691 549 1-'--- SPILLWAY 704 692 1,579 I-
~'
I1J 693 2,953
...--' ~'-
I1J 694 4,619
/
IL.
z 702 695 6,543 z
0 I-
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j
/~ 696 697 8,712 I 126
<t 700 698 13,759 V/
> 699 16,607 I1J
...J I1J 700 19,247 V
I1J 698 701 44,449
<t SERVICE 702 32 954
...J SPILLWAY 703 43,538 V
696 L 704 55 873 CONTROLLED 705 70,226 BY OGEE 706 85,648
/
694 707 102 378
'I 708 120,336 709 140,657
/
692 I 710 161,103 I
i 690 0 10 20 30 40 I
50 60 70 80 90 100 I !
110 120 I
130 DISCHARGE IN THOUSAND CFS I.I CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2,4-8 SPILLWAY RATING CURVES
.,h -""
REVISION 9 JANUARY 2001 180 175,615 CFS 1\
160 I\
I \
140
,,I \\\+-
120
, \
WITH LAKE CLINTON I
\ ~CFS)
\!"\
U)
IJ..
0 C
Z
/\
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- > 100
~NATURAL 0
- I:
~
RIVER CONDITIONS DRAINAGE AREA = 296 SQ. MILES
~ (WITHOUT LAKE CLINTON)
! '\
ILl 80,070 CFS I f\
C) 0:: 80
- I:
0 r 1\
r U) c I
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\
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40 60 80
"""---~
100 120 L
140 160 180 200
'~ ~~
220 240 CLINT 0 N POWER STATION TIME IN HOURS UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-9 PROBABLE MAXIMUM FLOOD INFLOW HYDROGRAPHS
29 28 28 CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-10 LOCATION PLAN FOR CREEK CROSS SECTIONS (SHEET 1 of 5f
730r-----~--~--------_,----=_--_,----------,_--------._--------_r--~~--_.----~----,_--------._--------_r----~----r_------__.
I-W w 700 \
u..
z z
0 I-
~ 670 w
..J W
640~--------~---------L---------...l----*---- __~________-L________~__________~________~~______-L________~__________~--------~
o 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 DISTANCE IN. FEET SECTION XI 730 r-----~--.----~----_,--------_.----------~--------~--------_.--------~~--------._--------~--------~~--------.---------_.--------_.
~ 700~\r-------~----------~--------4----------+----------~--------4----------+---------4------~--+---------4----------+--------=-~I~--------~
z o
I-
~
~ 670 r-1~1==r=====t====t==t~At_-t----I-r____JU~I-1
~~--
640~--------~---------L----------L---------J----------L----------L---------~---------L--------~----------~--------~--------~--------~
o 300 600 900 1200 1500 1800 2100 2400 2700 3000 3300 3600 3900 DISTANCE IN FEET SECTION X2A t
\ CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORt FIGURE 2.4-10 LOCATION PLAN FOR CREEK CROSS SECTIONS (SHEET 2 of 5)
720 720 II 7
700 1\ 700.
~
~ w w W W lJ..
lJ..
Z Z
V z
0 680 / Z 0 680
~
~ ~
<t <t
> I W W L
...J ...J I
w w 660 1\ 660
'\~.......,/ ...../
640 640L----------L----------L----------L--------~
o 200 400 600 800 1000 1200 o 200 400 600 800 DISTANCE IN FEET DISTANCE IN FEET SECTION X7A SECTION XIOA V
700 t ",
~
w ~
~
W lJ..
\
z 680 .-
z ~
~
0
~
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w 660 \ ,
...J
...._-/
,~
w 640 o
--~--.
200 400 600 800 1000 1200 1400 1600 1800 2000 2200 DISTANCE IN FEET SECTION XI4A *CLlNTQN POWER STATION UPDATED SAFETY ANALYSIS .REPO!!!'
FIGURE 2.4-10 LOCATION PLAN FOR CREEK CROSS SECTIONS (SHEET 3 of 5)
72or---------.----------,---------.----------~--------~--------~----------r_--------._--------~
B 7001~
- \
~ 680~--------~"'--~------~--------~--------_4----------L-:--------~----~--~~------_4--------_4
\--r---t----L, /v v
~ LV 660r---------+----------r--------~----------+_--~.~ ** ~.~--~--------+---------~--~-----+--------~
640L---------4----------+----------L---------~---------L--------~----------~--------~---------J o 200 400 600 800 1000 1200 1400 1600 1800 DISTANCE IN FEET SECTION XI5A 700r---------.----------,--------~----------~--------~--------~----------r_--------~--------_r---------,----------,----------,---------,---------,
~ 680 1
~ ~---r--------~------,
~ ~~ /
~ r---------+----------+--------~----------+I--~--~-=--~--------~---------+--------~----------+---------~---------+----------+-------~~~~------~
660 w ---------r-----~------~----f_----~_ ~ _r~
)r 6400~------~2~0~0--------~4~0~0--------6~OLO---------8~00---------1-00LO---------12~0-0--------1-4LOO---------1~60LO--------~18~0~0------~2~00~O~------2~2~0~0~------2~4~O~O------~26~O~0~----~2~800 DISTANCE IN FEET SECTION XI9A CLINTON POWER STATION
- U*PDATED SA-f'ETY ANALYSIS REPORT CROSS SECTION LOOKING UPSTREAM.
FIGURE 2.4-10 LOCATION PLAN FOR CREEK CROSS SECTIONS (SHEET 4 of 5)
720r---------.---------.---------~--------_.--------_,--------_r--------_.--------_.--------~--------~
I-lLJ lLJ LL I-----~ ~~
z o
~--~--r_--I\--~==~~~~~~~--_r--I 660 L -_ _ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ _J __ _ _ _ _ _ _ _ ~ _ _ _ _ _ _ _ __ L_ _ _ _ _ _ _ _ ~ ________ ~ ________ ~ ________ ~L_ ________ ~ ______ ~
o 200 400 600 BOO 1000 120P 1400 1600 1800 2000 DISTANCE IN FEET SECT 10 N X21A CROSS SECTION LOOKING UPSTREAM.
- CLINTON POWER STATION UPDATED SAFETY ANALYSIS .REPORT FIGURE 2.4-10 LOCATION PLAN FOR CREEK CROSS SECTlONS
. (SHEET 5 of 5)
l CLINTON POWER S1ATioN (GRADE El. 736 1
~U.S.54 r-- PROBABLE MAXIMUM FLOOD I~ ILLINOIS CENTRAL RAILROAD 710 \)
~*--------t---------t---------t-~~~~~~~~~====~==~-------r---------t----------t---------t---------r----
700 ~--------~---------+--------~----------+---------~---------+--~----~----------+----------r---------T----~r---r---------!
690~--------+---------~---------+----------~--------4----------+--------~----------t---------~---------r----ttr-~--------__1
~
~ 680~--------+_--------~---------+----------~--------~----------+--------~----------+---------~---------+----~T_--r_------~
ll-z z
o
!;( 1, _ _ _
~ 670 ~--------+---------~---------+----------+---------~---------+----~--~~--------+_--------_r--------_+----~+---r____ ~~-=~
~ ~.-L.7~77-r-77-;,/'ri,/7/'t:!:;;
STREAM ~---r---
BED ~
660~------~-------+--------~------~-------+-~----- ~/If' PROFILE 7 ~~
640 L---------J2----------4L---------~6----------8~---------10L---------1~2----------IL4---------IJ6----------IL8---------J2~0--------~LL~------~L4 0
STA.O+OO DISTANCE IN THOUSAND FEET DAM SITE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-11
- WATER SURFACE PROFILE - NORTH FORK v
AREA IN THOU SAND ACRES 0 I 2 3 4 5 6 7 8 9 10 710
! I I !
V 706 /
.k-TOTAL SURFACE AREA I
702
/./. ~ I 698
., --- ~ I ELEVATION AREA CAPACITY iI
/./ V~TAL VOLUME IN FEET IN ACRES IN ACRE-FEET 694
/
./
680 3,100 33,900 I V" / I 682 3,550 40,600 690 / NORMAL POOL I I 684 3,930 48,000 I V
/
EFFECTIVE ,
,I , //
SURFACE I 686 4,250 56,000 I-w 686 AREA I i 688 4,520 64,800 w , .'
V 690 4,895 74,200
! /
IL.
y
/1 I
I I
r ,
692 5,210 83,600
~ 682 i i i z I I 694 5,700 95,000 I i 0 I I 106,300 i=
c:( 678 J; ! I 696 6,140
./ 698 6,800 120,000 I
w
//1 I
..J I 133,300 w I 700 7,380 7/
674 I 702 7/300 149,000 I
704 8,180 164,300 670 I I i 706 8,600 182,000
/ /
I 708 9,260 199,200 Ii I
//
666 1/
662 658
.I I I 654 650 .. <,
0 ,:CLINT 0 N POWER STATION
- ~
I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 I' UPDATED SAFETY ANALYSIS REPORT VOLUME IN TEN THOUSAND ACRE- FEET
", 'I FIGURE2.4~12 LAKE AREA - CAPACITY CURVES
,. "-.- <t SERVICE SPI\J..WAY ,
CREST EL 690' LENGTH 175 LAKE NORMAL POOL EL690'
-;.....,I)I~!>CHAR~jE CHANNEL BOTTOM WIDTH
.670'------1.....
~S£EDEO
_0.'
AUXILIARY SPILLWAY I(
- J CREST EL. 700' 25' ASPHALT CONCRETE CREST WIDTH 1200' CREST LENGTH
\\
ROCK TOE CLINTO N POWER STATION
})
UPDATED SAFETY ANALYSIS REPORT FIGURE 2*.4-13 L ___400 SCALE IN FEET PLAN - DAM,'SPILLWAYS AND OUTLET WORKS
REVISION 9 JANUARY 2001
"-6" RIPRAP ON 9" FILTER X 8 9" FILTER I - -.....
NORMAl. POOL EL.69000'1 ~~~~~~~;::::::;\) 4" TOPSOIL AND SEEDING I 1'-6" RIPRAP ON 9"
~ Ie::::::: FILTER I 8 9" FILTER I
- 2 T Y CLAY, LITTLE SAND AND FINE 3 GRAVEL (TYPE A COMPACTED FILL)?
DEPTH VARIES EL.VARIES ~ "-d' SAND DRAINAGE BLANKET (EL \ARIES)
CUTOFF TRENCH DEPTH VARIES 100'- 0" 1.5 1.5 ~
- ]1 11'7 DEPTH VARIES FROM 5'-0" TO 15'-0" L 2'-d' STIFF TO VERY STIFF aA'EY SILT WITH ORGANIC TOPSOIL AND WEATHERED (MEDIUM TO DENSE. FINE TO COARSE ALWVIAL MATERIAl..
SAND, SOME GRAVEL ALWVIAL SOME SAND AND GRAVEL (ILLINOIAN TILL)
AND/OR OUTWASH MATERIALS)
TYPICAL DAM SECTION 40 0 40 80 SCALE IN FEET 11'-5" 11'-5" DAM CROWN OF,DAM fl. 712.04 1/4" 1FT.*
4" TOPSOIL AND SEEDING 3"BITUMINOUS CONCRETE SURF AC ING COURSE (TYPE B)
[SILTY CLAY,UTTLE SAND.AND FINE GRAVEL (TYPE A COMPACTED FILL 7 DETAIL A 8
o SCALE IN FEET 8 16 CLINTON UPDATED SAFETY POWER STATION ANALYSIS REPORT FIGURE 2.4-14 TYPICAL DAM CROSS SECTION
6'- 6*!..... 4'-d'~
cp q
10
<D
+
SEE CONSTR.
JT.
I I
I 1
I 1
,1 I
1 I
I
/ 1 1
~ DAM 2.d-o' 40'-0" 20'-0" 23'-6" 4 SPACES AT 23'-0": 92'-0:' 22'-0" 21'-9" 21'-9" 22'-0" 25'-6" 6 SPACES AT 25'-9":: 154'-6" 27'-6" 27!.....6" 13'-O'13!"Q' f 16'-10" 22'-4~" 30'-0" ,\
/10'-0" 165'-0"
/ " EL.710 63' T WAll CONTROLJT. EL.71I.S*--........ I //
f ' .t::,....,,~J.--EL
" /T/RETAIN!NG WALL EL. 705.~ I
/ EL.6ST.D' EL.692.4*\ c;::::::-v
~
E ~ - '" '-<:::
711. S
/ /EL. 679.0
/ / I- .--- H.P. EL. 682.0
~I ~L1/_~_:r-~ _:L_~_:_I:T,I_N_G- .lIt:;: :c: :r: I;: c: r:~: :J=~1: : ~l.-'-'~r: : ~.,. 6: : J,.d:~"'~IF;EiN~CE~I:l~l~1:~~CI.r =:~O:.2 r.9:l~f::::J=crl::::J~F~ ~'::':"k I:~ *1008., :~ I(/~~~~~~ I 11."
.7
(
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EL.647.0'
\ /EL.63.D' \. ~~ o~ 3"MUOSLA8-
~\i EL.6T9.D' "--WALL 40 1'-1:1 3" M1UD SLAB 2~* s'
/ oJ. 4 EXPANSION J T.
- ]1
(~ (~~~OETAI~~ 6 MILS THK.- OETAIL"F" DETAI L "0"
~~!!!!I!i1ti~;:::~rr3:If:M~:~:;:'~~;":~"'~':'~'<4~ ~=O;It;~;;~t~~
'5' DETAIL "e" POLYE:~:~::~y:~L:l _
2'-0" RIPRAP ON 1'-0"-
filTER ][
I ;~~~ 0" -~ \DETAIL "s" 2 '- 0" RIP RA P ON\I+----"'--=---=--~ VARIES FilTER TYPE 1 - CLINT 0 N POWER STATION 1'-0" FllTER]I .. ...1. - UPDATED S*AFETY ANALYSIS REPORT DETAIL" G" SECTION A -A FIGURE 2.4-15 NOTE:
I. REFER TO FIGURE 2.4-16:FOR SECTION AND DETAILS. SERVICE SPILLWAY PLAN AND SECTION
13'-0" JANUARY 2001 1'-0" EL.643.0' 2'-0" £1' j1j ABS PLASTIC
-0
-'..,. EL 654.5' 3" MUD SLAB POLYETHYLENE 3" MUD SLAB 6'-0' SHEET 6" FILTER I'-O"FI LTER TYPE][
TYPE 1 DETAIL a Fa 20 Q 20 OETAI L uG "
&.~~~~J~~~~~i
,..: 20 0
~I~~--~~~~~~I 20
+
r<'I 1'-0" FI LTER TYPE][
~
-0 en 12'- 6" 0
- -..,.I POLYETHYLENE SHEET EL.637.0' DETAIL oED
-"" 20 a 20 FI"~S-~J~"~~~~'
-en 6"" ABS 14'-7" 14'-7" PLASTIC PIPE STA.2 +50.0 5=.0298 6" FILTER TYPE 1 POLETHYLENE SHEET s= .,r,6 6"
VARIES 15'-0" POLYETHYLENE SHE'ET EL. 689.63' 3" MUD SLAB T/OGEE EL.690.0' 688.50' DETAIL DC D 1'- 0" FILTER .TYPE ]t ELvARIES EL.680.0' 6" FI LTER TYPE I EL.673,5' 74'-2 1 4' 3" MUD SLAB -., T /OGEE EL.690.0
/5'-0" WATERSTOP (AT CONTRACnON AND CONTROL J T.
EL.679.9' ONLY) 5 ... 05 _
...~--#---- EL.682.0' DETAIL aD- CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT 20 O 20
- 3" MUD SLAB FIGURE 2.4-16 NOTE: SECTION H-H I. REFER TO FIGURE 2.4-15 FOR PLAN.
10 0 10 SERVICE SPILLWAY SECTION AND DETAILS I :
18
- 17,320 CFS -
I 1\
V \r 16 16 15,200 CFS
, ( '"
/ '0"v 14 14 1 I
~\
J5)
/ /'-
I \
/
I en I I
/
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/
en 12 12
/ !
(,)
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11...
\
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(,) Cl I z /
Cl z f <<
en I! '\
<< I 10 g
/ "\\\
en 10 x
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8 8
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h \ <<
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I II f '\
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4
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2
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2 f
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o L/ 0
~/ ' , - - 1---
0 5 10 15 20 25 30 35 40 45 50 55 60 0 5 10 15 20 25 30 35 40 45 50 55 60 TIM E IN HOURS TIME IN HOURS 100- YEAR FLOOD HYDROGRAPHS OF IOO-YEAR FLOOD HYDROGRAPHS OF SALT CREEK COMPONENT AREAS NORTH FORK COMPONENT AREAS HYDROGRAPH AREA REPRESENTED UNIT HYDRO GRAPH REMARKS DESIGNATION SUB-AREA SO.MILES APPLIED 0 1,2,5( PORTION) 167.5 1,2,5(PORTION) REPRESENTS TOTAL INFLOW INTO FULL RESERVOIR FROM SALT CREEK COMPONENT AREA
@ I 126.0 I REPRESENTS INFLOW AT SALT CREEK HEAD OF RESERVOIR (LAG BY 1- HOUR)
@ 2 36.0 2 REPRESENTS INFLOW INTO RESERVOIR FROM SALT CREEK LOCAL AREA
@ 5 (PORTION) 5.5 5 (PORTION) REPRESENTS INFLOW FROM DIRECT PRECIPITATION ON SALT CREEK PORTION OF RESERVOIR AREA
- 0) 3,4,5(PORTION) 128.5 3,4,5(PORTION) REPRESENTS TOTAL INFLON INTO FULL RESERVOIR FROM NORTH FORK COMPONENT AREA 3 111.0 3 REPRESENTS INFLOW AT NORTH FORK HEAD OF RESERVOIR CLINTON POWER STATION
@ 4 15.0 4 REPRESENTS INFLOW INTO RESERVOIR FROM NORTH FORK LOCAL AREA UPDATED. SAFETY ANALYSIS REPORT
@ 5 (PORTION) 2.5 5(PORTION) REPRESENTS INFLOW FROM DIRECT PRECIPITATION ON NORTH FORK PORTION OF RESERVOIR AREA FIGURE 2.4-17 lOO-YEAR FLOOD HYDROGRAPHS OF SALT CREEK AND NORTH FORK COMPONENT AREAS
34 I
32,600 CFS I
32 /"\.
30 ~
II ~ ~
\
28 26 I
I ~
I \
24 HYDROGRAPH AREA UNIT IN HYDROGRAPH REMARKS
\ '"
DESIGNATION I
22 21,670 CFS SQ.MILES APPLIED en /'
0 REPRESENTS TOTAL 100-YEAR FLOOD INFLOW INTO Il..
(.) Ii " 296 1,2,3,4 e. 5 FULL RESERVOIR
/' I'", ~
20 0
z I
REPRESENTS FLOW AT DAM SITE UNDER NATURAL en 296 6A RIVER CONDITIONS
/ \
- l 0 18
\,
- I:
~
Z j\. OUTFLOW HYDROGRAPH
\ \
IJJ 16
(!)
a: I lJ:
/
(.)
\
en 14 0 \
~,
/
12
~-- r-............ \,
11.450 CFS
/ .......
i .' 1"-..............
'\
I\.
7 10 1/ '.
) V' i'--...~ ~~
/ 1/ / f\
8
'" I"""
/ ~.........
1'- ..............
6
/'
4 j ~
/1 /' ~
---r---
~
I
~. .'
2 v
v.../ ...' CLINTO N POWER STATION o ~~
UPDATED SAFETY ANALYSIS REPORT o 10 20 30 40 50 60 70 FIGURE 2.4-18 TI ME IN HOURS lOa-YEAR FLOOD HYDROGRAPHS OF LAKE CLINTON AND SALT CREEK AT DAM SITE
0
<:t I
0 rt)
\ \ 0 t\l
~ \ 0
\\ ~~ :::>
~ 0 0
\\ l
,~ \'5\
4
~ 0 en (/)
1£..
0
\'
1£..
- ! 0 0 (X)
(/)
C z<(
~ ~
~ u 0
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- )
t I'- 0
~~
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~
\ \
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IO 0
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0 0
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\ \ 0
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~ ~ 0 0
(X)
<D IO
<D g
<D IO
<D
<D 0
<D
<D l:33.::1 NI IO IO
<D N0flll/\373 0
<D IO
<:t
<D 0
<:t
<D 0
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2. 4- 19 TAILWATER RATING CURVE DOWNSTREAM OF DAM SITE
690 690 -
685 I\ 7 685 I
680)
' I\. l \ I 680
...w 67 j
'r----... . . ,---....._ \
w ... 675 IL
- !: 670I ~ w w
IL 670) \I z 'r----... !: I 1_.,---\
0 j:::
66 r--- 1---. z 0
665
' ' "-r--. I I'""'"
C[
~
> 660) 66 I w
"r---......._
r--- /
..J w
655 j w
..J w 655 650I
...., 7 65 I I--
/
64 \ I \ J 64 I 0
t' 64 64
)
u 2 3 4 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 0 3 4 5 6 7 8 9 10 II 12 13 14 15 16 DISTANCE IN HUNDRED FEET DISTANCE IN HUNDRED FEET CROSS SECTION CROSS SECTION 5 (4070 FEET DOWNSTREAM) ( 1060 FEET DOWNSTREAM) 690 685 \ ,, . .v 680 \ I NOTES:
w z
0
...w IL
!: 670 j:::
675 665
"' 1"-.
"\ J I
I I.
2.
CROSS SECTIONS LOOKING UPSTREAM.
LOCATION OF CROSS SECT ION IS REFERRED TO ILLINOIS STATE ROUTE 10 BRIDGE.
" --r-- l
~
w 660' w
..J 655 650 I I'-..
-- ~i--
I--
I\ /
I 645 \
\__ CLINTON POWER STATION 640 0 2 3 4 6 7 8 UPDATED SAFETY ANALYSIS REPORT 9 10 11 12 13 14 15 16 17 18 19 20 21 22 D !STANCE IN HUNDRED FEET FIGURE 2. 4-20 CROSS SECTION 3 SALT CREEK CROSS SECTIONS
( 2680 FEET DOWNSTREAM)
(SHEET 1 of 3)
690 690 l---
685
\ )
685 -----
680
\ I \ , 1/
\ /'
680
\ .,,v I-w w
IL 675 670 I I-w w
IL 675 670
,v z \ /
I !:
I\. I 665 z 665 ~_,
S!
\ ,...,.,.-"' 0 I- i= L-- i - -
~ \
~ 660 1..--~
<(
660 w
- w "'--....,
.J w .J ~
655 w 655 650 \ I~ 650
('_.,.,..,.
645
\ 645 I
t )
64 640 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 DISTANCE IN HUNDRED FEET DISTANCE IN HUNDRED FEET CROSS SECTION 7 CROSS SECTION 9
( 50 FEET DOWNSTREAM) ( 50 FEET UPSTREAM) 690 685
\ I 680
\ I I- 675
\ NOTES:
w w
IL 670
)7 I.
2.
CROSS SECTIONS LOOKING UPSTREAM .
LOCATION OF CROSS SECTION IS REFERRED
,/
,!; TO ILLINOIS . STATE ROUTE 10 BRIDGE .
z I 665
\
0
(
i=
<(
660 r--.
w
.J w 655
,\
650 645
\,__ V 640 CLINTON POWER STATION 0 I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 16 17 18 19 20 21 22 23 UPDATED SAFETY ANALYSIS REPORT DISTANCE IN HUNDRED FEET FIGURE 2.4-40 CROSS SECTION II
( 2000 FEET UPSTREAM ) SALT CREEK CROSS SECTIONS (SHEET 2 of 3)
680 ~
~ T/ ROAD ,
7 EL. 667.85 K~~~D88' 670 ...________
w I
w u.
- =
66Q \ j z
0 UJ
...J w
650 \ ,-
\J EL. 643.1'
_) I l
640 630 0 100 200 300 400 500 600 700 800 900 1000 1100 1200 1300 1400 DI STAN CE IN FEET ILLINOIS STATE ROUTE 10 BRIDGE SURVE YED B Y CHARL ES S. DANNE R, CONSULTING EN GINEER ( 9 / 18 / 72)
CROSS SECTION L OO KING UPSTREAM .
CLINTON POWER STATION UPDATED SAFETY ANALYSI!- REPO"T FIGURE 2.4-20 SALT CREEK CROSS SECTIONS (SHEET 3 of 3)
01 SPILLWAY AXIS REVISION 9 o,
~I
"',ti::, +I JANUARY 200 1 EL.720.0 8 N DISCHARGE CHANNEL CONTROL 0 SECTION APPROACH CHANNEL
+ + 1-
\ <t W -
(/)
w \ lLI a:
1-J<t w
IJ...
0:: 0 ~ C? I
(.) ~
iii
\ w f\
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en 1
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~ ~ ~ CD U) CD U> CD U) U) <D CD CD CD CD CD
.13 3.:f NI NO 11. "it/\ 313
'CLINT O N POWER ST AT IO N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-25 AREA-CAPACITY OF SUBMERGED ULTIMATE HEAT SINK
5 4
0 z AT CREST OF 0
(.)
SUBMERGED DAM -, ~
ILi en a:: 3 ILi Q.
I--
ILi
)
w u.
z
~ 2
(.)
0
..J I
L ---
w \AT FACE OF
- BAFFLE DIKE
~-**- ..
-***- ~ V -***-- ... ~
0 34 36 38 40 42 44 46 Tl ME IN HOURS FROM START OF DAM BREACH
-CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-26 VELOCITY PROFILE OVER SUBMERGED DAM ANO BAFFLE DIKE OF ULTIMATE HEAT SINK
80 70
(\
60 \
\
le 0
0 z 50
\
ct
<I.I
~
0
.... 40 z
L&J
(!)
a: 30 \
\\
ct 0
<I.I 0 20 10 J ~
0[7
~ r---
0 10 20 30 40 50 60 70 80 TIME IN HOURS CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-27 PROBABLE MAXIMUM FLOOD HYDROGRAPH OF NORTH FORK
710 705 700 t-l&1 l&1 695 lL z
- 690 z
0 t-ct 685
> _i..---- I l&1
..I UJ L_ _j._,,,,==k==-==:::t::::::=::+/--:::So STARTING WATER SURFACE EL.68-1-2._3_ _ 1 680 7
I TQP OF SUBMERGED BAFFLE DIKE E~.676.0 1
' I TOP OF SUBMERGED DAM EL.675.0 675 670 0 2 4 6 8 10 12 14 16 18 20 TIME IN HOURS
.CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-28 TIME VARIATION OF LAKE ELEVATION DURING NORTH FORK PMF AFTER 100-YEAR DROUGHT
3.2 2.8 VELOCITY OVER 0
z 2.4 SUBMERGED BAFFLE DIKE-y ~
0
(.) / ~
I - -- '-......
l&J tn 2.0 Vi -
Cl:
l&J 0.
,//
I-l&J l&J 1.6
~
/
~
I-ti 1.2 / /
.4.. t-- VELOCITY 9
l&J
> 0.8 V/
/ ~/
OVER SUBMERGED DAM 0.4
/,1//
V/
~
/
0
- l..--::::::":== i.-
0 2 4 6 8 10 12 14 16 18 20 TIME IN HOURS
_,C L INT O N POWER ST AT IO N UPDATED SAFETY ANALYSIS REPORT FIGURE 2. 4-29 TIME VARIATION OF VELOCITY OVER SUBMERGED STRUCTURES DURING NORTH FORK PMF AFTER 100-YEAR DROUGHT
,I,
1,277,,000N 1,278,,ISOOM
..~ 1,,276,000N DIVERSION DITCH a 400
~
BOTTOM EL.664.0 SCALE IN FEET LlQ:Qj~ ' CLINTON POWER STATION CL1 - EL.680 .0
£U15.o UPDATED SAFETY ANALYSIS REPORT SAND 6 GRAVEL FIGURE 2.4-30 ILLINOIAN TILL VARIES ULTIMATE HEAT SINK DIVERSION SCHEME SWRRY TRENCH SECTION A-A 0 50 scXa ,N Mr
\\'-~-
- ~ ,i: 1 1
.) \
\ -
I '
ii;
-~ ." _*
(
- 7 I
~i- ./'
- 1 7"('~;'\ >I- " ' ' ~ -r-~ ~--
f
/
'-.. [\ ,
,I i
l,Z77,000N L~. \ ,\__ --
\ ' 1 \ 1
(~ \ \ \
~~
r' ,: ,
SSW OUTLET STRUCTURE
"-->: - ~~~-~)~ms:. .:._ ~,,~
~-\~;{~1?---~
jf/-~"'t-.
,- ,.,.1+ :-=~- / _
-+ ~ 1,276,500~
~~
-<-, * >~
f'
. .. ~ i "*4_';I'--~ :___,~~,
i !' ,.
c,.
. I I.
PLAN
()
~-I\ i
~
ly I
' \'\
-J.,._.* .. .. "i .17 _
g_
f~ -
/-
i] , ,_~76 ,000N_ _
NOTES
- I TOPOGRAPHIC MAP OF ULTIMATE HEAT SINK 0 400 CLINTON POWER STATION AFTER CONSTRUCTION (OCT.17,1977).
2 REFER TO FIGURE 2.4-24 FOR SECTIONS .
,........, IN FEETil SC ALE ------*
JID UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-31 LEGEND:
ULTIMATE HEAT SINK G, MONITORING LOCATIONS
= TRAVERSE FOR SOUNDINGS IN AREA UPSTREAM OF UHS MONITORING LOCATIONS
- - - - - - - - -- - - - - - - - - - - - - - - - - - -- - - - - -- - --- - -- -- -- - - ----- ---- --- - - - - -S-I ON REVI - i JANUAR Y 200 1; I
..,:;,.,, ,u_ ~ -;n, J .i t
-N-llf'
~ *
.J 7ti*
,,'l
~ 15>
LEGEND:
I CPS TEST WELL T FUNCTIONAL PIEZOUETER (AS OF 12- 77)
- NON - FUNCTIONAL PIEZOIIIETER ( AS OF 12-77)
I 0
_,,- INFERflED ..rATU TML£ 00tl10Ull,M9CC ISNIN DE1'051TS NOTES: Scae in Miles L DATUM I S I.CAN SEA LEVEL .
2, ADDI TI ONAL P- SERIES PIEZOl£TERS ARE SHOWNON FI GURE 2, 5-16 .
J. PIEZOl£TER INSTALLATION DATA ARE LISTED I N ~
- . BASE MAP l<<JOIFIEO FROM uses. 15' SERIES TOPOCRAPHIS MAP :
MAROA, IL .. 1957, CLINTON POWER STATION
- 5. LOCATIONS Of PIEZOl£TERS OW- 9 THROUGl1 OW-17 ARE SHOWN ON FIGURE 2. 5-272 . UPDATED SAFETY ANALYSIS REPOIIT FIGURE 2.4-32 LOCATIONS OF PIEZOMETERS, CPS TEST WELL, AND WATER TABLE IN SITE VICINITY
IOO 4 I I ... . . I 8 ..
- O GRAIN SIZE IN MILLIMETERS J ** .. * .a** *
...
- I 00 90 I
I I " ~t\. I I
I 90 I
'~
I I
I I 80 lI
. - t 80 I
I I
I \ I I
I 10 I
I I I I I Bori119 No 1Somp1e No. Denth 0 I I 0 from I fO I
I I
I
\ . 50 PH-2 1 10.0 15.0 I
I \ ' c1outficotion 40 I SM I
I ~ 30 BROWN, FINE TO COARSE I r--... I 20 SAND, SOME FINE GRAVEL.
t
. I"-- i,..
i 20
.. I I
I
. I I0 I
0 ' e e s I I!
4 I 0
I
)1--c..-:-R.el..,!r--F-_-~,-c_--.....,-,---~--NDTl--F-in,-"'1, SILT AND CLAY SIZES IOO 4 I I
I
~~
- I I f l GRAIN SIZE IN MILLIMETERS I I &
- J
' .1
- e
- I
- .......
- I I00 90 I
'I r---..~ I I
I I
I I
I I
I I '\ I I I I 80 r\. I 80 I
... 70
'I I
I
\ I t
I I
I I
70
~
t t i I
.I Boring No. !lamplaNo 0.oth i 60 I Ao from I to ti 'II i\ I Pll-10 1 22.0 24.0 a: 1:10 I
I so
"'z I CI01tificot1on i.: 40 I \ I
... 40
- i
~
I I
I 30 Ml DIUM BROWN, FINE TO COARSE I
\ I 30 SM 0.
20 SAND1 SOME SILT AND Q.AY, ITI A1:I!'. F ... .,.. ,..... . \ i 20 I
0 I
I ' ~ ~
~ I 10 i
0
... ~
I I
- J1 ~ .... .. ' . I .. Ht+-r-7* i 4 I I 0
.001 GRAVEL SAND SILT AND CLAY SIZES F'1fle CoarH M*dklf'II CLINTON POWER STATION UPDATED SA F'ETY ANALYSIS REPORT FIGURE 2.4-33 PARTICLE SIZE ANALYSES (BORINGS PH-2 AND PH-10)
U. S. STANDARD SIEVE SIZE I
SIN. I Ilk 5/141k5181k4 ID lO 40 ID 100 IOO I I I I I
~
~
.. I BROWN ANO GRAY F \NE TO COA RSE I
" SANO WI TH GRAVEL I 11 lli"
( SALT CREE K ALLUV \UH ) I I I 1111111 I h 1111 1 h 0 I Ill I I I II 1111 II 100 10 1.0 0 .1 O.OI 0.001 GRAIN SIZE IN lot ILLIMETERS coeeus FIN( sn.J oa cur BORING DEPTH CLASSIFICATION NA'tWC LL PL P D-10 14.0 SP-SW 7.5
- ... .... U.S. IT&IIOAIIO 111¥1 l*H
- ~
I II I I
~
H 11 IIII II 11 I I ---
i *,.
I II IIIOMI FIii[ TO t~AR5[ SANO WITH RAC[ or GRAVfL All!: s I l T i :r Cit EK A I YIUM)
.. \ *- ~-..
I.
\
t; -
.. , - ~-
. .. ,-. -* o--
I* IC
... ~-
I
- AIN 94ft IN IIILLIIIITl*S
~
I -.. I .....:*r~ r . . __ r _
1.._1o.::;D_~.,:.*,'=*,......,_..,~=-="=-=
- c::D"-.....l _ ...,.__a...,-:-'"'
.. _ ___.1L.;-:=.r:..*...I_L_L.....l_'_b.....l_".....______ _____.
i il==:::::::::1, -
I::~~:;::::
i " ~1)11£ ++-H-f--,-
ll"OWH 'Ill( tO COAkS[ SAMO WITl4tt-Jr.---fiftti +11++-
G"V[L AIIO TUC( OF S II T I i =.. .. ,~ ~l*:t=B --
~-1---tH1/4Hi-t-f --
~ lo---
~ ~ ,__
- ~
J.
SALT CREEi( AllUVIIIH) := ~-
1..* ~++~ ~++---- * --
i -
f'.. I I
I Ht
,I' t'I IC 10 CUSIIFICATICIII NIil WC SP
- SW 13 . .c..5_.__L-.__._____....__ _ _ _ _ _ __
CLINTON POWER STATION Uf'DATED SAFETY ANALYSIS REPORT FIGURE 2.4-34 PARTICLE SIZE ANALYSES (BORINGS D-10, D-13 AND D-19)
~
N
~
I
. E- 2A 22 23
,.,.,f,BH~ ,:F -
.....,,,,.~ g,-,,,. ail'-<
d' ... ~ ..., ~.,~13
.t' d'"*
-~ ,,.
~t,,.
~_.tf-lO ,1<-111,' Ii'""
H.Z,'s d'° 6 .H-14 Jt1 L!:" ~-17 C,
6 H- 22
""° 1000 SCALE IN FEET T20N I '- \ ~
~~ t:J:-* tl}" ,,,,H-39 .4'-IB \
\
~ ~ ) C : .,_t '\
H.Z 17 , "'*V .,,_,.
<,_ / / DETAIL A O....rs
- P-26
- *27 -*~
E-4 NOTES:
I. BORING GROUP G-l CONTAIN S BORINGS H-51, H-52 ,H-53, H- 56 H-57, 8 H-58 , FOUR OF WHICH INDICATE SANO LENSES PRESENT ABOVE 650 F T Z. BORfilG GROUP G-2 CONTAINS BORINGS H -43, H- 44, H-44A,
~::~; ~-~:s~.t1~01\~;~~*
INDICATE SANO LENSES PRESENT LEGEND 27 26 ABOVE El. 650 FT.
BORfNG SYMBOI..S 0 SANO LENSES PRESENT A80VE EL. 680 FT.
- SANO LENSES PRESENT BETWEEN
. EL. 6eOF"T. ANO 680FT. ANO ABOVE EL. 680FT J *3A A SAt,,O LENSES PRESENT BETWEEN EL. 650 FT * .ilNO 680FT. 9IJT ABSENT ll80VE EL. 680 FT.
.6, SANO LENSES ABSENT ABOVE EL . 650FT.
0 GROUP Of CLOSELY SPACED BORINGS (SEE NOTES! CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-35 R3E DISTRIBUTION OF SUBSURFACE SAND 500
-====,
IOO O LENSES IN SITE VICINITY SCALE IN rt!"'!'
T5()
~ ,~ (i 1
- l'IEZOMETCIIS 6LOWN 0/tY ll$INtl (EXCl.1./DINS PIA, l'fll, AND PIO)
-= AIR r.JO i".JOl-f . ' - * - * - *- * *-*-*- l'JO
._f *zr n *- , I I I
~~ .. --- --- -- - - ---------- ,r**-,--*-+.s--1----+---*-r---Ri,.---~-....-*--t"'*--- *-*
i"IO 1-~bl.l ,;,' -- i"IO 1.---i----
690 I:: *zr - - - - - - - - - - ..,. .. - - - - - - - - -T, ;;.:f-;;;-;;:;~==~~-~,,.,~-E:.-:,i:-:.:.:.-+-.:..:
-.:.*+-:..-:.:.+~,;-i-;-~~-t::.~r:.:: 00 670 r:*-:~ --I ~~---*-- --
P!_I __ ~--- ~--:_---
--Ji---_:~._,=:_ ___ ---- --- --- ---__---__---::_ -- -_1 ::::::+*--1----~6ro 6$0r---+--t----+--t----+---+-- ---+--+---!---+---+--+---+--+---l---+---+---+---+---+---;f'SO
~ !::i.;
~ 6.JOt---+---,t---+---;f----+--- + - - - + - -t---+--+---+--t---+--t---+---+---+---+---+--+---tDO
~
~~
~
6
,or. --T 6/0 ~
~
~
590H i---p14 - - - ! - - - - ! - - - - - - - - - -- - - -I- ---1-- - - - - --1-- --1-- - - - - - - - - - - - - - -
560 57'0r---+--+---t---+--+--- - + - - - + --+----+---+--+----+---+---+-- -tf-- - + - -+----+--+---r---t57rJ 550r---+--+---t---+-- +----+---+- -+----+---+-- +---+---+---+---f---+--+----+--+---f---t550 5.JOr---+--t---+--t---+--+---+--+----,f---+---+---+---+--+---l----+----,f----+---t---+------15.JO 5/0t-----t---t----t-- -t---+--+---+--+---1f--+---l--+---+--+-- - f ---+--f---+--;--+--,5/0
-,go r--*r-*-r ---1 IO
/INC ZO ,0 I
l I I IO JI/LY ZO .11 I
IO AIJGIIST I I I I I lO .11 I
10 ZO SCllCMBElf
,0 I
IO ZO OCrotlCR I I I I I I I I.,
.11 I
IO ZO .10 I
JII i - - - - - - - - - - -- - - - - - - - -- - -- ~ n - - - - - - - -- - - - - -- - - - - - - - - - NOTES:
- 1. PIEZOMETERS INSTALLED IN ENCOUNTERED SAND LENSES TO INCREASE THEIR EFFICIENCY TO MEASURE FLUCTUATIONS CLINTON POWER STATION IN GROUNDWATER LEVEL S WITHIN ILLINOIAN TILL. UPDATED SAFETY ANALYSIS REPORT
- 2. REFER TO FIGURE 2.5- 16 FOR LOCATION OF PIEZOMETERS. FIGURE 2.4-36
- 3. PIEZOMET£R INSTALLATION DATA ARE LISTED IN TABLE WATER LEVEL OBSERVATIONS, STAT ION SITE 2.4-31.
(SHEET l of 2)
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- 1. PIEZOMETERS INSTALLED IN ENCOUNTERED SAND LENSES TO INCREASE THEIR EFFICIENCY TO MEASURE FLUCTUATIONS CLINTON POWER STATION IN GROUNDWATER LEVEL S WITH IN ILLINOIAN TILL. UPDATED SAFETY ANALYSIS REPORT
- 2. REFER TO FIGURE 2.5-16 FOR LOCATION OF PIEZOMETERS. FI GURE 2.4 - 36
- 2. 4-31 .
(SHEET 2 of 2)
.. 680
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NOTES : I /0 I.IN£ 20JO I
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- 1. PIEZOMETERS D3A, D19A, D23A, D3OA AND D3OC INSTALLED IN THE ILLINOIAN TILL.
- 2. PIEZOMETERS D3B, D8B, D19B, D23B AND D3OB INSTALLED IN THE SALT CREEK ALLUVIUM.
- 3. PIEZOMETERS D11 AND D31 INSTALLED WHHIN THE BEDROCK AND MAHOMET BEDROCK VALLEY DEPOSIT. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
- 4. PIEZOMETER Dll INOPERATIVE AFTER JUNE 29, 1973 WITH WATER LEVELS BELOW ELEVATION 619.3. FIGURE 2.4-37
- 5. REFER TO FIGURE 2.4-32 FOR LOCATION OF PIEZOMETERS. WATER LEVEL OBSERVATIONS, DAM SITES
- 6. PIEZOMETER INSTALLATION DAT_/\ ARE LISTED JN TABLE 2.4-31 (SHEET l of 2)
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1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I Im
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.JI JO M JC IO 20 JI /0 20 .JI /0 20 za j _J__ J _J_ J - J460 I NOYEMB£R I D£CEMBER I JANUARY I FEBlfUARY I IO lO SI I
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APRIL l 11Ar t
_ ,.,s -------- -------- -------- -- - - ----
.1UN£ I JULY I AU(JIJ$r I SE,TEIIIIEII I ocro11£1t I NOVEMIIElf t NOTES:
- 1. PIEZOMETERS 03A, 019A, 023A, 030A AND D30C INSTALLED 5. REFER TO FIGURE 2.4-32 FOR LOCATION OF PIEZOMETERS .
IN THE ILLINOIAN TILL.
- 2. PIEZOMETERS 038, 088, 0198, 0238 AND 0308 INSTALLED 6. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
IN THE SALT CREEK ALLUVIUM. CLIIHON POWER STATION
- 7. PIEZOMETERS 046, 047 AND D48 INSTALLED IN WISCONSINAN UPDATED SAFETY ANALYSIS REPORT
- 3. PIEZOMETERS 011 AND 031 INSTALLED WITHIN THE BEDROCK AND AND ILLINOIAN TILL.
MAHOMET BEDROCK VALLEY DEPOSIT. 8. PIEZOMETER 050 INSTALLED IN THE WISCONSINAN TILL. FIGURE 2. 4- 37
- 4. PIEZOMETER 011 INOPERATIVE AFTER JUNE 29, 1973 WITH WATER WATER LEVEL OBSERVATIO~S, DAM SI TES LEVELS BELOW--*et:EVATION 619. 3. <-G'"{SHEET 2 of 2) . .
7'50[~]--T-l--T-J=-1-~Pii~~:iii~rT--,-,
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sl: I I I ~ PfEZOMETER 81...0HN ORY --r--i---1-,--,----r--.--~-- I I I 7'301--
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JUNE I I I I I I I I I I I I_ L LLJ LL tI 20 30 I
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10 20 OCTOBER
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!O 20 DECEMBER 31 i - - - - - -- - - - 1972 - - - - - --
NOTES:
- 1. PIEZOMETER ElB INSTALLED IN THE WISCONSINAN TILL . 4. PIEZOMETERS E6B AND E7 WERE PERFORATED OVER THEIR CLINTON POWER STATION ENTIRE LENGTHS . UPDATED SAFETY ANALYSIS REPORT
- 2. PIEZOMETERS E2B, E3B, E4B AND ESB INSTALLED IN THE ILLINOIAN TILL. ' 5. REFER TO FIGURE 2. 4-32 FOR LOCATION OF PIEZOMETERS. FIGURE 2.4-38
- 3. PIEZDMETER E3A INSTALLED IN THE MAHOMET BEDROCK VALLEY "WATER LEVEL OBSERVATIONS, BORINGS DEPOSIT. E- lB TO E-7 (SHEET 1 of 2)
1$0 no ~ ~~
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- - - - - 1972 - - -- --1,. -- - - - -- - - -- - -- - - - - - - -- - -- - l97J - --
NOTES:
- 1. PIEZOMETER ElB INSTALLED IN THE WISCONSINAN TILL . 4. PIEZOMETERS E6B AND E7 WERE PERFORATED OVER THEIR CL'INTON POWER STATION ENTIRE LENGTHS. UPDATED SAFETY ANAL.YSIS REPORT
- 2. PIEZOMETERS E2B, E3B, E48 AND ESB INSTALLED IN THE ILLINOIAN TILL . 5. REFER TO FIGURE 2. 4- 32 FOR LOCATION OF PIEZOMETERS. FIGURE 2. 4-38
- 3. PIEZOMETER E3A INSTALLED IN THE MAHOMET BEDROCK VALLEY WATER LEVEL OBSERVATIONS, BORINGS DEPOSIT . E-18 TO E-7 (SHEET 2 of 2)
729 APIIIL OCTO.a*
.......* I:*,, ..
NOVEM oac*w***
to
- I 2.G *
- 729 727 727 725 725 723 723 721 7H 719 719
- IE
- j 717
- IE 717 ::
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-!. 715 0 z 715 ~
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,; 713
...J j 713 "'
w 711 711 709 709 707 707 705 705 NOTES: '"'**cH APIIIL MAY JUNI: .IUI.Y 1977
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED . IN TABLE 2.4-31. 5. PIEZOMETER OW-4s WAS REPORTED AS DRY IN 1976, EXCEPT ON AUGUST 3, CLINTON POWER STATION
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32. 1976, WHEN A GROUNDWATER LEVEL OF 718.4 FT MSL WAS RECORDED.
UPDATED SAFETY ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE . 6. PIEZOMETERS OW-5s AND OW-7s WERE REPORTED AS DRY IN 1976 .
ONSITE PRECIPITATION DATA ARE NOT AVAILABLE FROM JULY 19 THROUGH FIGURE 2.4-39 AUGUST 9 OR FROM OCTOBER 19 THROUGH DECEMBER 31, 1977. 7. RECORDED GROUNDWATER LEVELS IN INDIVIDUAL PIEZOMETERS ARE NOT SHOWN CONNECTED WHENEVER A SUBSEQUENT MEASUREMENT INDICATED THE GROUNDWATER LEVELS MD
- 4. PIEZOMETER OW-3s HAS BEEN REPORTED AS DRY SINCE INSTALLATION PIEZOMETER WAS DRY. DAILY PRECIPITATION - GROUP 1
. EXCEPT ON NOVEMBER 3i 1976l AND DECEMBER 15l 1977, WHEN GROUND- 8. PIEZOMETER OW-6s HAS BEEN REPORTED AS DRY SINCE INSTALLATION WATER LEVELS OF 728.o AND 131.1 FT MSL, RES~ECTIVELY, WERE (SHEET 1 of 3)
RECORDED. EXCEPT ON JULY 18, 1977, WHEN A GROUNDWATER LEVEL OF 736.3 FT MSL WAS RECORDED.
APRIL J UN £ OCTOBER OECEM 8 Ut 724 20 Z!S e 10 1!' 20 29 724 722 721?
720 720 718 716 716
.J 714 b ~" ..d
"':=, .J
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to "' ao za JA .. UAAY 9 10 u, to 211 P'E JtUAAY a 10 111 ao MA"CH
- II 10 ta ZO .l:D AP'IIIL
- 10 ta ao as 9 10 1!1 JUHi:
JO .l:D
- 1978 10 ,
- JULY ao a*
- 10 1* :o **
AUGUST .. .....
- ,o 1a ao **
D 10 HS 2 0 OCTOll t:R 29 a 10 us .2.0 2 15 N O V EMBCR 0 .0 frl a:
Q.
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31. 5. PIEZOMETERS OW-4s AND OW-5s WERE REPORTED DRY ON SEPTEMBER 14 1978. CLINTON POWER STATION
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4- 32. UPDATED SAFETY ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN 6. PIEZOMETER OW-7s WAS REPORTED DRY ON FEBRUARY 20, MARCH 14, GAUGE . PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 1 AND FROM JUNE 28 TO SEPTEMBER 14, 1978 . FIGURE 2. 4-39 TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22 . GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 1
- 4. NO GROUND WATER LEVEL DATA WERE REPORTED FOR JANUARY OR FROM SEPTEMBER 15 THROUGH DECEMBER 31, 1978. (SHEET 2 of 3)
JANUA RY MA RC H APRIL ,.,._ y JUN£ JULY AUGUST *Slf:i-T0ot8 f:Jl OC TOIIIE'.1' OECEM8£A' 726 726 724 724 722 722 720 720 718 718
..J ,116 .-. 716 :;
- 714 714
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$ to 1* ;z.o JULY z* 910111:Z.O tS AUOUff e: 10 l!l ~O 2 5
- R"tM91tll 9 10 -15 20 2.5 OCTOBER 5 10 1!5 20 2S NOV EMBER DEC£V&Ut Q.
NOTES: 1979
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31. 5. PIEZOMETER OW~4s HAS BEEN REPORTED AS DRY FROM JULY 23, 1979.
CLINTON POWER STATION
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32. 6 . PJEZOMETER OW-Ss HAS BEEN REPORTED AS DRY ON JULY 23 AND UPDATED SAFETY ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN FROM SEPTEMBER 6, 1979.
GAUGE. PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 7. PIEZOMHER OW-7s HAS BEEN DRY FROM JUNE 4, 1979 . FIGURE 2.4-39 AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, JULY 5 THROUGH JULY 9, 1979. GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP l 4 . NO GROUND WATER . LEVEL DATA WERE REPORTED FROM JANUARY l THROUGH MARCH 12, 1979. (SHEET 3 of 3)
JANUARY
? IS 8 10 US ZO ZS
- r.nni1a1:111 OCTO* W-111 HOVUi1a11* o*cc .. ***
716 716 714 714 712 ~*
712 710
..J 708 ~
706~
~
1-704!
..J 702 700 700 698 698 696 694 n 694 P'll.JIUAJIY NA'ICt:I AUOUff
- EP'TIIM
- ll'I OCTOallR NOVIIMaER DCCEMHR 1976 NOTES :
CLINTON POWER STATION
- 1. PIEZOMETER rnsTALLATION DATA ARE LISTED IN TABLE 2. 4-31. UPDATED SAF_ETY ANALYSIS REPORT
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4 -32. FIGURE 2. 4-40
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE GROUNDl*JATER LEVELS AND RAIN GAUGE . DAILY PRECI PITATION - GROUP 2 (SHEET l of 4 i
JANUARY e to ta JUNl 20 as 91:l'"'Tf:MBf:llt OCTO* E* NO\l'l:M
- E* 011:CEW
- Ea 7 18 10 ** 20 28 718 716 716 714 714 712 712 J 710 ~
V)
- l; 710 z
0 708 Ciii
_J w
706 ~= '"'~ ii!
- l; 706 ::
z 702 lffiijaffll:r 0
704 ;:::
w
_J w
702 700 700 698 698 696 696 694 694 WA.CH JUNE .JULY AUCIUST a*PTEM
- S.R OCTO.EII NOYEM EII* 0cc*1111***
1977 NOTES : CLINTON POWER STATION
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2. 4- 31. UPDATED SAFETY ANALYSIS REPORT
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32. FIGURE 2. 4-40
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE. GROUNDIJATER LEVELS AND ONSITE PRECIPITATION DATA ARE NOT AVAILABLE FROM JULY 19 THROUGH DAILY PRECIPITATION - GROUP 2 AUGUST 9 OR FROM OCTOBER 19 THROUGH DECEMBER 31, 1977. (S!JHT 2 Qf_4_l
.JAN U ARY FEBR U A RY APRIL JULY AUGUST SEPTEMBER O CTOBl:R NO VEMB ER OECl!'MIIER.'_
MARCH .JUNE B 10 115 2.0 2.!5 S 10 1!5 ZO Z S !J 10 1& 2.0 25 !I 10 U!I ZO ZS 15 10 ID 20 29 15 10 115 20 2!5 !5 10 115 20 29 !5 10 115 20 25 S 10 115 724 724 722 722 720 720 718 718 716 716 714 714 ...J
...J
"'::i; "'::i;
- 712 712
+ +/-:
z z 0
0 s
UJ 7.10 710 j::
UJ
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ii: ii:
u u UJ UJ 0.0 a to ,a aa 0.0
- a:
a: e 10 1e 20 2e 9 10 15 to 2 5 S 10 H! 2.0 25 e to , * .zo .H J e to 1s .- 20 as IS 10 HI 2 0 25 S 10 19 20 25 S 10 15 20 2.S 20 0..
0..
.JANUARY P'E* IIIUAAY MAIIICH A"flU L NAY JUNE .JULY AUOU9T 8 E PT£M9ER OCTOBER N OV EMS(R D£CEMBCR NOTES : 1978
- l. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31 .
CLINTON POWER STATION
- 2. PIEZOMETER LOC~ONS ARE SHOWN ON FIGURE 2. 4-32. UPDATED SAFETY ANALYSIS REPORT
- 3. DAILY PRECIPI1ATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE. PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY l FIGURE 2.4-40 TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22. GROUNDWATER LEV ELS AND DAILY PRECIPITATION - GROUP 2
- 4. NO GROUND WATER LEVEL DATA WERE REPORTED FOR JANUARY OR FROM SEPTEMBER 15 THROUGH DECEMBER 31, 197B . (SHEET 3 of 4)
FE B R UA RY JULY OC T OB E R N OVEM B ER DEC EMB ER' -
724 5 10 15 20 25 724 722 722 720 720 718 718 716 716
..J 714
"'::E 714
..J
- 7i2
"'::E
.! 712 ;::
z .!.
Q I-710 z
~ 710 2
"'..J ~
"'708 "'..J 708 "'
706 706 704 704 702 702 700 700
] 2.0 7.0 -~
z 0
1.0 ti
~
ii:
1.0 ~
ii:
irl a:: 0 .0
, , 20 29 11'1: l!I RUARY s 10 1e 20 2.&
MARC H 5 10 15 J.tO 29 AP R IL 5 10 11, 20 2 5 D £ CEM Bl: R 0 .0 irl it NOTES: 1979
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31 . 5. OFF- SCALE GROUND ,/ATER LEVEL FOR PIEZOMETER :1W5-d C.,
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4- 32 . JULY 5, 1979 IS 698. 7 FT . CLINTON POWER STATION UPDATED. . SAFE *T Y ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE *RAIN GAUGE . PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 FIGURE 2.4-40 AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, JULY 5 THROt:GMJULY 9, 1979 . GROUNDWATER LEVELS AND
- 4. NO GROUND WATER LEVEL DATA WERE REPORTED FROM JANUARY DAILY PRECI PITATION - GROUP 2 THROUGH MARCH 12, 1979. (SHEET 4 of 4)
JANUARY f'£BAUARY MARCH A"'IL 693 AUGUST * *E"IEM
- IER NOYt:Mat:* Dt:C*Mat:*
- to ** ao a*
693 691 691 689 689 687 687 685 685 J., Hni-fTTT'
~ 683 iil
- E 683::
~ 601 l!limi+/-t z
~ 681 ~
..J
"" 679 !
..J 679 "'
677 on 675 675 673
- 673 ,
671 671 669 -
669 MAIICH
""L JULY AUeUST ** PTIEM
- l:11 NOTES: 1976
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31. CLINT"ON POWER STATION UPDATED SAFETY ANALYSIS REf'Ol'IT
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2. 4-32.
FIGURE 2.4-41
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE. GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 3 (SHEET l of 42
8,P~*?ii,;7 P'E.altUARY MARC:H
- 10 ** ao ** - ,; 10 ta zo as a 10 111 zo as 6193 693 691 691 689 689 687 687 685 685 683 683 675 675 673 673 671 671 669 669 NOTES:
MARCH 1977
~UI..Y AUGUST *&PTUl
- Ut
,----~-------------
OCTOel:11 NOYltll
- lt*
CLINTON UPDATED SAFETY POWER DSCIDII-STATION ANAL v.s1s REPORT
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
FIGURE 2.4-41
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
GROUNDWATER LEVELS AND
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE. DAILY PRECIPITATION - GROUP 3 ONSITE PRECIPITATION DATA ARE NOT AVAILABLE FROM JULY 19 THROUGH {SHEET 2 of 4)
AUGUST 9 OR FROM OCTOBER 19 THROUGH DECEMB(R 31 , 1977.
FEBRUARY JUN( OC'fOBER OECEMB£R 704 5 10 1!! 20 2S 702 702 700 700 6.98 698 696 696 J
"'::E 694 J
694 ::E
+ ~
692 +
z 692 -
0 z
~
UJ 690 2
1-690 ;;
J UJ UJ J
UJ 688 688 686 686 684 684 682 682 680 680 c: 2.0
- 2.0 :?
z 0
z
!;i ii:
1.0 1.0 0
§
~ ii:
lE o.o
- 10 ts 10 ** 9101SZOaS *101*--
- to ts ao aa
- 101* *0** a101
- aoa*
- 10 ts to 2s 0.0 iiif JANUARY
- P'l: RUAIIY MAIICH APIIIL MAY .JUHi'. JULY AUOUST Sl:..,.CMB£ A 5 10 15 20 2!$
OCTOBER HS 20 25 N0VEM8ER 0£CEMBER NOTES : 1978
- l. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31. 5. DASHED LINES ARE USED FOR TIME PERIODS WHERE DATA WERE NOT CLINTON POWER STATIOl' 634 ~
~
"' 632 S--'iW ~
632 "';;!
630 !ll5IHflli 630 P'II.IIUAIIY MAIICH JULY AUOUff . . . .n:w*1111 OCT0*1111 NOvcw*c11 DltCIIM***
NOTES : 1976 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2. 4-31.
FIGURE 2.4-42
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
GROUNDWATER LEVELS AND
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE DAILY PRECIPITATION - GROUP 4 RAIN GAUGE.
(SHEET 1 of 4)
P'EBRUARY AMIL AUGU
- T 91lfll'TllMIIIER
- OCTO E" o*c.*M
- IIR 640 640
_ 638
..J 638 ..., .
"'::E i i 636 636:
z Q 634 z 0
!;, 634 i=
i'..J:i ~
"'632 "'..J 632 "'
630 630 1977 NOTES: CLINTON POWER STATION
, UPDATED SAFETY ANALYSIS REPORT
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31. 4.
- PIEZOMETER E-3A BECAME INOPERATIVE AFTER THE MEASUREMENT TAKEN JULY 5, 1977. FIGURE 2.4-42
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
GROUNDWATER LEVELS AND
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE DAILY PRECIPITATION - GROUP 4 RAIN GAUGE.
(SHEET 2 of 42
NO V E MBE R DECllMSU:I 74.4 744 742 742 740 740 738 n.'8 736 731 734 734
..J
..J <I)
<I)
- E
- E 732 132 ;:
+ +
z O 730 no i!i Ii
~ "'"'..J
"'j;J 728 728 "'
726 726 724 724 722 722 720 720 2 .0 2.0
-~ -~
~ ~
sa: 1.0 1.0 ;::
a:
B H:
0.0 J~UARY P"URjJAAY ~M_ARC.H .JULY 81PT~MB ER NO VEMBIR 0.0 i
NOTES : 1979
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31. 5. DASHED LINES ARE USED FOR TIME PERIODS WHERE DATA WERE NOT CLINTON POWER STATION
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32. RECORDED. UPDATED SAF'ETY ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN 6. OFF-SCALE GROUND WATER LEVELS FOR PIEZOMETER E-3A ON JULY 21 FIGURE 2. 4-42 GAUGE. PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 SEPTEMBER 6, AND OCTOBER 4, 1979, ARE 715 . 5 FT., 715 .9 FT. ,
AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, AND 713.1 FT., RESPECTIVELY.
GROUNDWATER LEVELS AND JULY 5 THROUGH JULY 9, 1979. 7. PIEZOMETERS OW-3s AND OW-6s HAVE BEEN REPORTED AS DRY FROM DAILY PRECIPITATION - GROUP 4 NO GROUND WATER LEVEL DATA WERE REPORTED FROM JANUARY 1 JULY 5. 1979. (SHEET 3 of 4)
THROUGH MARCH 12, 1979.
OC T 08 £ R 0 1.CCM*Ut 7110 740 738 738 736 736 734 734 732 732 730
_J 730 _,*
Cl)
Cl)
- l!
- l!
2 728 728 "z z
z 0 0
~ 726 726 ~
_J "'
..J 724 722 722 720 720 718 718 716
'!'16 2.0 2 .0 c z z 0 0
§ 1,0 1.0 j:!
ii: ii:
u
~
0 .0 a 10 e 10 ts ao .te 8 10 a to 1s ao z *
- toteaoa*
0 .0 "'
Q:
Q.
JUitUAAY' MARCH A"' I L JUN* JULY AU.UST **"ait***
NOTES : ~n
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TAB[E 2. 4-31. 5. PIEZOMETER OW-3s WAS REPORTED DRY FEBRUARY 20 AND FROM CLINTON POWER STATION JULY 26 THROUGH SEPTEMBER 14, 1978 .
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2. 4-32. UPDATED SAF"ETY ANALYSIS REPOl'IT
- 6. PIEZOMETER OW-6s WAS REPORTED DRY FEBRUARY 20, MARCH 14,
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN AND FROM JUNE 28 THROUGH SEPTEMBER 14, 1978. FIGURE 2.4-42 GAUGE. PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 1 TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO 7. PIEZOMETER E-3A IS MALFUNCTIONING. GROUNDWATER LEVELS;AND MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22 . DAILY PRECIPITATION - GROUP 4
- 4. NO GROUND WATER LEVEL DATA WERE REPORTED FOR JANUARY OR (SHEET 4 of 4l FROM SEPTEMBER 15 THROUGH DECEMBER 31, 1978 .
.JANUAftY
- 10 t* ao a, 7 32 732 730 730 728 1* 72 8 726 726 7
24
.J
"':,; 722 122 d 2
?ZO ~
9"'
118 f. ~:~:<'.:::'* 1* '-"' . P~:P-!'1=f"i::J~CL:'* ::': TT\ ~' t:*i 718 ~
~,.,
7 16 716 7 14 71 2 710 708 i t .0 2.0 z z 0
§ ii:
I 0 1.0 s 0
ii:
8!f 0.0 ...ll:u 0 .0 1976 CLINTON POWER STATION NOTES :
UPDATED SAFETY ANALYSIS REPORT
- 1. PJEZOMETER INSTALLATION OATA ARE LISTED IN TABLE 2 . 4- 31. FIGURE 2.4-43
- 2. PJEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4- 32. GROUNDIIATER LEVELS AND DAILY PRECIPITATION - GROUP 5
- 3. OAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSJTE RAIN GAUGE. (SHEET l of 4)
.JANUARY ANIL
_0_10 ** ao as JUNI SE"t:Mau, OCTOee:1111 DRCCM * *IIII 732 10 , . 20 ...
732 730 730 728 728 726 726 724 J 722
~ 722J
"'2,
..! 720 z 120:
0 s -z
> 718 Q
"'.J 718 !;;:
"' "'.J 716 716 "'
714 714 712 712 710 710 708 708 NOTES:
CLINTON POWER STATION
- l. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31. UPDATED SAFETY ANALYSIS REPORT
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2. 4-32 . FIGURE 2.4-43
- 3. DAILY PRECIPITATION DATA ARE OBTAINtD FROM AN ONSITE RAIN GAUGE. GROUNDWATER LEVELS AND ONSITE PRECIPITATION DATA ARE NOT AVAILABLE FROM JULY 19 THROUGH DAILY PRECIPITATION - GROUP 5 AUGUST 9 OR FROM OCTOBER 19 THROUGH DECEMBER 31, 1977 . . (SHEET 2 of 4)
FEeRUARY JUNE OCTOllER HOVEM llt:R 734 734 732 732 730 730 728 728 726 726
.;l 724
- E 724 ..1 V,
- :E
+ 722 722 +/-_
z 0 z 0
~ 720
> 720 ~
..J
..J 718 718 "'
716 716 714 714 712 712 710 C 2 .Q 2.0 c:
~ z
...a:fi 1.0 0 1.0 ;::
~
u a:
f 0 .0 ze 0.0
~
FEBR U ARY' 5 10 t~
JU N E 20 2 ~ 9 lO HI 2-0 JULY AUGU ST $1:f"TEMBER 8:
NOTES : 1978
- l. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
CLINTON POWER STATION
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32. UPDATED SAF"ETY ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN FIGURE 2.4-43 GAUGE. PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY l TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO GROUNDIJATER LEVELS AND MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22. DAILY PRECIPITATION - GROUP 5
- 4. NO GROUND WATER LEVEL DATA WERE REPORTED FOR JANUARY OR (SHEET 3 of 4)
FROM SEPTEMBER 15 THROUGH DECEMBER 31, 1978.
NOVEMBtEII 734 .., ."" :*** ....
732 730 728 711 726 726
- 724 U)
J
- e U)
- e
~ 722 722;:
z
.t 0 z j:: 720
~
720
...2 J
"' 718 '
1_,, "'"'
J 716 716 7.14 714 712 712 710 710
~ 2 .0 2.0 :~
z 0 -~
...a:~ 1.0 1.0 § a:
u
! 0.0 0 .0 ~
11, JANUARY F£BAUARY MARCH JUNE JULY AUOU*T Bt:PT EMBER OCTOBER NOVEMBER NOTES: 1979
- 1. PIEZOMETER INSTALLATION DATA ARE LI STED IN TABLE 2. 4-31.
CLINTON POWER STATION
- 2. PIEZDMETER LOCATIONS ARE SHOWN ON FIGURE 2.4 -32. UPDATED SAFETY ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN FIGURE 2.4-43 GAUGE . PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, GROUNDWATER LEVELS AND JULY 5 THRO UGH JULY 9, 1979 . DAILY PRECIPITATION - GROUP 5
- 4. NO GROUND WATER LEVEL DATA WERE RE PORTED FROM JANUARY 1 THROUGH MARCH 12, 1979. (SHEET 4 of 42
\ i
~~:H'.~}:ii,.* So
~-
I I
- ~/
- ;,~¥f;t::c j
- -11111**
- -*-n*-
5!,i5u :..-
c::
,?
CLINTON POWER STATION
.**:t,'*,'*'. -~)t*~~-t \J -I~- :~,.
t ,
I
~
~
UPDATED SAF"ETY ANALYSIS REPORT FIGURE 2.4-44 SPRINGS IN THE VICINITY OF THE SI TE
~
-~-
I THE SURVEY OF NON-PRIVATE WATER WELLS WAS INITIALLY CONDUCTED .BY DAMES &MOORE FOR THE PSAR. THE SURVEY WAS SUPPLEMENTED BY SARGENT &LUNDY FOR THE FSAR.
BASE MAP MODIFIED FROM USGS, 1:250,000 SERIES TOPOGRAPHIC MAPS: PEORIA, ILLINOIS, 1958, AND DECATUR, ILLINOIS, 1958.
- 1La*
0 CLINTON POWER STATION UPDATED SAFETY ANAi. YSIS REPOIIT FIGURE 2. 4-45 NON-PRIVATE WATER WELL S WITHIN 15 MILES OF SITE
2E I 3E C!:.? ""
=
0 *'
0 } 28
~
r'
.. :S~<°"t- ,~,- r,,> T L ~; lJ 1,.,.E
- Cf? ! Q~ Q -N-(.., I? *\*2
- , ,. S"*--P
~
'* ( .r---~'
2 1N b o I 159 20
- *.,,, - iol,*Y ~"'.,,; ~ I"' ., --A:--,-.-~-*- , ** ; i;.: i,-J' L ~ 2 1N 158 I
- 68 6~, .,,
I
, ---*~* -- -*** -r- 1 o, .34 1 .- .F - -
w LEGEND
.1*
63 WATER WELL LOCATION NUMBER
- *-*1- -ll i
- +-- * - ;.,.,..---~ - -~
I : ,
REFERS TO TABULATION IN TABLE 2.4-35
- r. . .- - r~-
1
- I --~I~ ~*' ~r 15
- PRIVATE WATER WELL (LOCATION KNOWN, DATA NOT AVAILABLE)
J , -;~* 1 1;118
., . I Q - ~
-~
r11 : o"*** An .,..- , ._ ~ :,..,~ . _, ~l ..I~
NOTES I ol j. c)J 0 81 1 i", I ~ ,,,. 19 0 20 1. THE SURVEY OF WATER WELLS I ,*
- 054
- WAS CONDUCTED BY DAMES &
A J69 ! 1~ 1a o f:;i I
[
MOORE FOR TH E PSAR AND
,.~__,__,___ _ j~ 0 9'-----_.,..- 1J~ __,.........- a~ t;;~ REVISED BY SARGENT &
-ft- ~ _.. ..,,:r.* LUNDY FOR THE FSAR I 2. BASE MAP MODIFIED FROM USGS, 15' SERIES TOPOGRAPHIC MAPS :
MAROA, ILLINOI S, 1957, AND MONTICELLO, ILLINOIS, 1937 32
.-**121'..
';,\'*~
.. . . r
~o> =ofa, DI y
- 48 *
- - --,;a-63
' '" . )I '.'f L I I
I*
I CLINTON O
SCALE IN MILES POWER STATION 2
..:._ _...:.... ; ~
- ;LL - .:..... ~
-:.~- ~-,.... -f:;;:-
UPDATED SAFETY ANALYSIS REPORT
~
~: .:_ ~!;rf FIGURE 2.4-46 l,'<I ~ , ~ ,.r 'r' - *" " WATER WELLS WITHIN 5 MILES OF SITE
- ' ;;.; 3/4"-;,1 *: 1__ ~ _ o_ lts
- ..._ ,1 LtJ.11 *,1\11 S, :h 2E I 3E
SI NGL,E-LEVE.L OBSERVATION WELL 1=== ==1- .-.--- -- PVC CAP (VENTED)
GROUND SURFACE
~-;:::;~ :;;;~CO NCRE TE APRON(2-FOOT DIAMETER, 6-INCH THICKNESS)
~....'i'-~~- r--GR OUT SEAL( 8-FOO T LENGT H)
~~:; s;;,~ ~..... TEMPORARY CASING, IF USED (4- INCH DIAMETER)
P':{C WELL POINT (2-INC H DIAMETER, 3-FOOT LENGTH)
NOTES:
- l. NOT DRAWN TO SCALE.
- 2. LOCATIONS OF OW-SERIES PIEZOMETERS SHOWN ON FIGURE 2.4-32 AND 2.5-272.
CLIN TON POWER STAT ION 4PDAT ED SAFE TY ANAL YSIS REPO RT FIGURE 2.4-47 TYPICAL INSTALLATION DETAILS FOR OW-SERIES PIEZOMETERS
OCTOBER N OVEM BER Dl!:Cl:MBER FEBRUARY MARCH APR IL
!5 t O
- f5 20 215 666 666 664 664 662 662 660 660 658 658 656 656 J .
J en en :E
- E 654 654 i z z 652 O 2 652
~w ~
1/J J
w 650 650 i;l.
648 648 646 646 644 644 642 642 c 2.0 ~
2 .0 z
0 ~
§ 1.0 1.0 j!
a: a:
0 1/J iii a:
Q.. 0.0 0.0 *.1 f DECEMaEII JANUARY
- l'S RUAlllY MARCH MAY JUHi: AUQUaT *l~t:MBER 1977 CLINTON POWER STATION NOTtJ. UPDATED SAFETY ANALYSIS REPORT
- l. PIE ZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4- 31. FIGURE 2.4-48
- 2. PIEZOMETER LOCATIONS 'ARE SHOWN ON FIGURES 2.4-32 AND 2.5 -272 .
GROUNDWATER LEVELS AND
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN DAILY PRECIPITATION - GROUP 6 GAUGE. PRECIPITATION DATA ARE UNAVAILABLE FOR JULY 18 TO AUGUST 10, AND OCTOBER 16 TO DECEMBER 31, 1977 . (SHEET l of 3)
JAN U ARY FEBRv ... R Y MARCH APA IL MAY 666 * *~ ** * * ** * *- *- -- -- - *- *- -- --
J UN E JU LY A UGUST &Ei-TEMBEA O CTO
- l:R HOVS.M
- lt" 01!.CEM a ..~
664 662 660 658 656
~ filil~F5tEE
~ J
~
- E 654
~
654 ::E liffi;~:it~i -
z~ 652 rn_;;:µ;::;~W,:;; ~~~~ 652 z~
~ i W
J llfil!~W~lliE§:lli -~Hm-ffi~!tHffili1 W J
"' 650 t!lttlitt!ttit!E 650 "'
648 646 wm11 ~~§t'fflfi~ mr!fffllfillffill it!EIS!lml~
648 llllllllilllllllllllll 644 642 1111111 ===I 644 i'fl~~lffil 642 1
z0 2
o ;;;;;;;;;;;;;;;;;;;;;;;;==== Ell!Ell!mEBH!Ell!mEEll!mEEll!mEf!EiEl::EEmEf!E!!lElmEEll!lilEEBH!EElmEEll!mEEll!!HEmEEll!!E 1+1:m:i:m;;m11mi:mTT1+rn1tmr+m:rnr;;;n+m11+mmTTmim+11m+m:mTTmFlt!l+rrnrm+1+mmcrnmn11+!111+!1fm i
!i
~
~
IH!!!!Em!!!!E'lrtt!mllffilE8ll'll+/-tmtl!ttt!l lmll!llMll!ll+ll+ll!ll+l#~ll!llMll!llll!llfflli 11111111111111111111111111111111111 11111111111111111111111111111 IO z
°ti
~
~
ill:ll:l!l:!l:HfBtH!llitl:l:H:t+/-ltffil!l:!lffi!:l!l:!ll tiH!litllE E EhFtt+Btlffi!H:H:i+/-l:H:H!l!l:!lcl:iflli:ll!l:!l:IHHI
~
~
lfflll!llfflil!ffifflill!llfflllll!llfflllfflilfflilffllfflll P'l:a111u.. ..Y tlll!ffllffllllffll'1Jfflllll!lllffllffli[jjj :. "::* ::::::: :~m:fifillill!llffiillfilll~l!ljfflltltilffi!l AHIIL NAT JUHi: JUl..'Y' 111111111!111111111111111
- ..,. . . . . ." OCT09UI
~
~
NOTES: 1978
- 1. PIEZOMETER INSTALLATION DATA ARE LI STED IN TABLE 2.4- 31. 5. DASHED LINE SHOWS GROUND WATER LEVEL FOR PIEZOMETER OW-lQ. CLINTON POWER STATION
- 2. PI EZOMETER LOCATIONS ARE SHOWN ON FIGURES 2. 4- 32 AND 2. 5-272. .UPDATED SAFETY ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN FIGURE 2.4-48 GAUGE. PRECI PITATION DATA ARE UNAVAILABLE FOR JANUARY 1 TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO GROUNDWATER LEVELS AND MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22 . DAILY PRECIPITATION - GROUP 6 4 . .NO GROUND WATER LEVEL DATA WERE RECORDED FROM SEPTEMBER 14 (SHEET 2 of 3)
THROUGH DECEMBER 31, 1978.
662 5
.JA!"HJ A.A'/'
10 15 20 25 8 F"E8RUARY 10 15 20 29 l5 MARCH 10 UI 2.C 29
= 4~
5 ,o APR!L 15 20 25 5 MAY 10 15 20 25 JUNE S£PTEMllER 15 20 25 !5 oc, *oeE'i:t 10 15 20 .25 NO\/EMBl!R 20 25 DECEMBER 20 25 656 656
(/)
654
- E 654 :::;
(/)
- E 0
z ~
z
~
652 0
_J
~
650 "'
_J UJ 648 646 644 642
.!i 2.0 3.79 2.0 .si z y 0
- 1.0 z i
- 0 a: 1.0 i:
irla: 0.0 a:
"' ,jANUAIIY ,-1:allUAlltY MAIIC.H e 10 us A~RIL 20 a:s IOAY a 10 ' " 20 *
- JUNI:
e101ea.o.1*
.JULY e101waoa*
AUGUST
- 10 15 20 e&l"Tl:M *n ze 20 25 NOVEMBER 0 10 DEC £M8ER 0.0
...~
NOTES:
!979 l . PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4- 31. 5. DASHED LINE SHOWS GROUND WATER LEVEL FOR PIEZOMETER OW-10. CLINTON POWER . STATION
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURES 2.4-32 AND 2. 5- 272. UPDATED SAFETY ANf\LYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM. AN ONSIT E RAIN GAUGE. PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 FIGURE 2.4-48 AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, JULY 5 THROUGH JULY 9, 1979. GROUNDHATER LEVELS AND DAILY PRECIPITATION - GROUP 6
- 4. THE OPERATION OF PIEZOMETERS OW- 18, OW-19, AND OW- 20 WAS BEGUN ON AUGUST 9, 1979 . (SHEET 3 of 3)
M,AY JUNE 666 JULY NOVEMBER DECEM
- ER 666 664 664 662 660 660 658 658 656 J
1;I, 654
__J 654 ;i; z 1~;::1:::ac1F:::a ~
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- 10 15 20 2s MARCH 9 10 H5 :ZO 25 A~RIL G 10 15 20 25 p 10 1e .ao 2* a 10 t* 20 1.* 8 10 115 20 29 " 10 1& 20 ze: 5 10 l!S 20 215 s to ta 20 *
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MA< J U NE JULY AUGUST 91"£MBER OCTcnt&:R NOYIIM
- EII
- IR 1977 r-,---===-- - - - 01:CllM
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N_OTES: CLINTON POWER STATION
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31. UPDATED SAF'ETY ANALYSIS . REPORT
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE S 2.4-32 AND 2.5-272. FIGURE 2.4-"49
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE. PRECIPITPTION DATA ARE UNAVAILABLE FOR JULY 18 TO GROUNDWATER LEVELS AND AUGUST 1~ AND OCTOBER 16 TO DECEMBER 31, 1977 . DAILY PRECIPITATION - GROUP 7 (SHEET 1 of 3)
.J!I.NUAR:Y FEBRUAR Y AP RI L JIJLY OC TOBER NOVEMBER D l!CE MB£ ,.- -.
666 S iO 1~ 20 25 5 10 15 20 2:5 20 25 !S 10 1~ 20 2!5 9 10 15 20 2 5 664 662 656 en 654
- E :;
654 en z
0 652 1
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..J 650 :!!
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- 1 qo u a.
JANUARY o.o "'a.a::
MAY JUNa JULY
- IPTEM B ER NOTES :
1978
- l. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2. 4-31. PIEZOMETER OW-16 WAS FROZEN ON JANUARY 23, 1978.
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURES 2.4-32 AND 2.5-272 . CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE. PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY l FIGURE 2.4-49 TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22. GROUNDWATER LEVELS AND
- 4. NO GROUND WATER LEVEL DATA WERE RECORDED FROM SEPTEMBER 14 DAILY PRECIPITATION - GROUP 7 THROUGH DECEMBER 31, 1978. JS1i~EL2_of JJ
.JANUARY F"EBRUARY 666 - *- -- -- -- MARCH A PR IL MAY JUN E JU:..Y AUG U ST SEPTE'MaER OC:TOBl'.R HOV EMIIUt O~C EM IU!Jt 664 662 660 658 658 656 U) 656
- e :::;
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648 648 646 646 644 644 642 642 C
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NOTES: """"" ANtlL JUNE JU LY 1979
- l. PIEZOMETER INSTALLATION DATA ARE LI STED IN TABLE 2.4-31.
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURES 2.4-32 AND 2.5-272. CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE . PRECIPITATION DATA ARE UNAVAILABLE FOR JAf-11,JARY 30 FIGURE 2.4-49 ANO 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH A*PRIL 2, JULY 5 THROUGH JULY 9, 1979 . GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 7
- 4. NO GROUND WATER LEVEL DATA WERE REPORT-ED FROM ~ANUARY 1 THROUGH MARCH 12, 1979 . (SHEET 3 of 3)
JANUARY F~BRU A.RY NOVEMS_E R 666 664 16Z 660 651 656 gj 654 654 1A
~ ::I!
~
652 z
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650
...j 648 641 644 642
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.IANUMY P'S.RUAtlY MAIICH A'1tll. JUN£ J ULY AUGUff aC:,.,.£MIHR OCTOBER 0.0 ij if NOTES: DECEMBER 1979
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURES 2.4-32 AND 2.5-272. CLINTON POWER STATION k UPDATED SAF"ETY ANAtiYSIS REPORT
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE . PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 FIGURE 2.4-50 AND 31 ., MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APR! L 2, JULY 5 THROUGH JULY 9, 1979. GROUND~ATER LEVELS AND
- 4. THE OPERATION OF PIEZOMETERS OW-18, OW-19, AND OW-20 WAS DAILY PRECIPITATION - GROUP 8 BEGUN ON AUGUST 9, 1979 .
NORTH ABUTMENT~
SEE ENLARGED PLAN
___.BAFFLE-SUBMERGED DAM ~ . DIKE NORTH I SOUTH ABUTMENT SCREENHO.USE SEE ENLARGEDPLAN~ _, _.J ULTIMATE HEAT SINK WEST EAST STEEL STAKE-ERODED AREA 1 ~ ) I @ ERODED AREA WATER LINE!
NORTH ABUTMENT PLAN VIEW I
EXPANDED METAL MESH ' FORM MATERIAL C.
~~
- - ' - - HAND EXCAVATED TRENCHTO FORM CUT OFF WALL SOUTH!
EAST WEST PROPOSED FIX FOR ABUTMENT EROSION ER OD ED A REA--..,s:f>c6-----------,,--L-.-
WA TE Rf LINE.
SOUTH ABUTMENT PLAN VIEW CLltHO N POWER STATION
'- UPDATED SAFETY ANAI.YSIS REPORT Figure 2. 4-5 f I (0 & R 240.5)
REPAIR OF UHS A~UTMENTS
- ii 700 HEAT SINK SLOPE ~--O.H.W.EL.692-0 3 1 11 O.L.W.EL.689 -0 - ---
695 NORMAL POOL EL.69d*7 690 HEAT SINK SLOPE
~----F------
685 8 ELOW NORMAL POOL__/ I I -------
5 680 TYPICAL EXISTING CONDITION SECTION 0 10 . 20 I 1* 1---1 1 SCALE: Ii!; 1 -0° *.
700 3 695 1 11 690 . 2 -0 ANCHOR TRENCH BACKFILLED AFTER INSTALLATION 685 , 1-------..
5 680 TYPICAL PROPOSED REVETMENT MAT SECTION 0 10 20 1 1 I SCALE! 1'= 10 -0 1 11 I
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
_ Figure 2. 4-52 (Q & R 240.5) l
- REVETMENT MAPI SOUTH OF SCREENHOUSE (SHEET l of 2)
110' aoo' 1
238
-~ PROPOSED REVETMENT MAT
......:r~..:::_::....:::::..:_ --=------=-
-~, -0 O.H.W. EL. 692'...o" 1 11 ro C\I O.L.W. EL.689 -0 EXISTING SHORLINE NORMAL POOL EL.6~0~-o" 1 11 TOE OF SLOPE 668 -0 SCREENHOUSE CLINTON LAKE NOTES: I. SLOPES SHALL BE SHAPED TO AN APPROXIMATE 3 TO I SLOPE USING COMMON CONSTRUCTION EQUIPMENT (DOZER 8 FRONT ENDLOADER)
C
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