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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PLANT CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-1 PLANT AND SITE LOCATION
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- CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-2 LOCATION OF CLINTON POWER STATION SITE WITHIN DEWITT COUNTY
L WELDON SPRINGS STATE PARK NO o
PLANT SITE AREA
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KILOMETERS CLINTON POWER STA TlO N UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2.1-3 LOCATION OF CLINTON POWER STATION SITE WITHIN POLITICAL TOWNSHIPS
LEGEND
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011 THIS PLAT w.s a.PILED lIT fIHOTOGRAPHIC IETHDDS USING -'ERIAL ~
OF DEC. 1910.
- 2. tl£ CIlII1IICL _
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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 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.. _
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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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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.
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
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REVISION 14 JANUARY 2011 ASHLAND OIL PIPELINE -8" CAPPED AND ABANDONED EXPLORER PIPELINE -24" I I I I I I (CANADIAN NATIONAL RAIL§ HEAVY DUTY ROADS MEDIUM DUTY ROADS I
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CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-6 TRANSPORTATION ROUTES AND PIPELINES WITHIN A 5-MILE RADIUS OF THE CLINTON POWER STATION
Cl--!AN OR;
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AND ENDS AT THE LAKE SHORE
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NOTES:
REVISION 15 JANUARY 2013
- 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, WILL BE USED FOR STORAGE OF TURBINE DIAPHRAGMS AND CONTAMINATED TOOLS STORED IN SEA VANS.
BUT
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NOTE: SEE FIGURE l.2-3 SHEET 2 FOR NUISANCE FENCE LOCATION I~
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FEET 0
700 200 METfQc::
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-7 CLINTON POWER STATION RESTRICTED AREA
/
...., 10 LEGEND REVISION 15 JANUARY 2013 SITE BOUNDARY r:z:zzzzJ UNRESRICTED AREA l.,;;,,-:-,-!l SPECIAL UNRESTRICTED AREA ( See Note 1 l.
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.
AREA WITHIN SITE BOUNDARY NOT OWNED BY@
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-8 UNRESTRICTED AREAS FOR RADIOACTIVE EFFLUENTS
CPS/USAR CHAPTER 02 REV. 12, JAN 2007 FIGURE 2.1-9 HAS BEEN DELETED
WNW SECTOR 1'170-2556')
19'30-:749:'
1990-Jl)l:Jl 2:)OO-32~::'3 2010-3f.b16 21)20-40~n4 WEST SECTOR 19,0-33623 198(1- )~l':'-;
~ 990- J '.)-)..:0 1 lUou-l.n716 20iU-4~IfOl 202U-49')00 WSW SECTOR 1970- 76491 198(1-R22h4 1990- Qn220 2!JOO-
~9475 2(J10-I09067 20.20-12091 :.:
TOTAL POPULATION 0-50 MILES 11.]70-72nYQH 19811-8102%
1990- 897220 2000- 98H491 21110-1090510 lOlU-llU310 NW SECTOR 197,)- 54879 14HU-67 69Y 1991)- 76.415 20t);)-
8~252 2010- 92884 2020-102400 56~9 5/(1) 616t 6796 7496 8.263 SW SECTOR 1 Y71)-1 u 174 1 9~:sr I-.! r I', -).'i 19Y1i-":.~ ':44 2{)1)\\1-~4R5 -)
'};)l',J-~ 74!) 1
.!rJ2()-JO": I*,
4731 4339 4570 5038 5555 ni2S
':"47tH 56570 64166 70746 77995 85987 13218 14')74 16007 17715 NNW SECTOR 1971l- 039670 1980-1109,7 lygd-l~5Jn8
. 2U\\.JU-13SJ j":'
lQal1-1.?I'JJ i \\
1990-iJ8Ih~'.
lOUO-15-2l':'t' 2010-16~7l:
2020-184W~
NORTH SECTOR 1970-14.'.20 1980-15492 1990-1,,990 2000-103729 201()-~n(14b 2020-':~2 766
-'/-:,:,-,
1751 2942 3241 3575 3942 2993 2477 2')31 27~P!
W76
) )91 SOUTH SECTOR 1970-lohIJ7 19HO-413,8 1990-45821 2000-50549 2010->>690 2020-61393 NNE SECTOR 1970-18695 1980-19074 1990-20648' 2000-22768 2010-25100 2020-27674 1970-17506 1980-17269 1990-18550 2000-20456 2010-22551 2020-24863 3193 2784 2890 3186 3514 3873 87338 106429 119836 132121 145659 160595 5456 5294 5664 6244 6M84 7589 NE SECTOR 1970-12463 1980-11991 1990-12797 2000-14109 2010-15555 2020-17148 6224 7199 8021 8842 97 ')0 10747 1970-20588 1980-20852 1990-22552 2000-24860 2UI0-27411
- !020-J02211 ENE SECTOR 1970-42755 1980-46989 1990-51748 2000-57049 2010-62899 2020-fi9341 EAST SECTOR 1970-116047 1980-141400 1990-159214 20UO-175531 2010-193520 2020-213358 ESE SECTOR 1970-23005 1980-26366 1990-29321 2000-32599 2010-35641 2020-39295 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-10 POPULATION WITHIN 50 MILES OF THE SITE
o 5
10 15 20 25 N
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.1-11 MAJOR CITIES WITHIN 50 MILES OF THE SITE
z 0
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- 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 -1 2 CUMULATIVE POPULATION DISTRIBUTION
REVISION 8 AUGUST 1999 1995 AVERAGE DAILY TCJTAL TRAFFIC TRAFFIC VOLUME GROUPS o o
<Tl o o v
N o o
<Tl v
o o o
<Tl o--m 1000-2499 2500-4999 5000 AND OVER ANNUAL AVERAGE 24 - HOUR 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 CHAPTER 02 REV. 12, JAN 2007 FIGURE 2.2-2 HAS BEEN DELETED
CPS USAR CLINTON POWER STATION FIGURE 2.2-3 CHART OF LOW ALTITUDE FEDERAL AIRWAYS Revision 10 October 2002
r;ra:IlELD k=:>-=-::,s~...L __
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nllOT REVISION 10 OCTOBER 2001 AIRPORTS WITHIN 5 MILES OF CPS AND SURROUNDING COMMERCIAL AIRPORTS AIRPORT SPENCER (RLAI*
DISTANCE & DIRECTION FROM STATION 1.8 MILES WSW MARTIN (RLAI(PRIVATEI 4.5 MILES S THORP (RLAI(PRIVATEI 4.75 MILES NW BAKER CRLAICPRIVATEI 5.0 MILES SE BLOOMINGTON/NORMAL 22.5 MILES NNW DECATUR 22.5 MILES S LAYOUT (1 I 2000 FT. RUNWAY (21 1800 FT. TURF RUNWAYS EAST TO WEST/NORTH TO SOUTH (112100 FT. TURF RUNWAY NORTH-SOUTH (11-291 6500 FT. CONCRETE RUNWAY EAST TO WEST (2-201 7000 FT. CONCRETE RUNWAY SOUTH TO NORTH (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
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NO. OF TORNADOES CARROLL OGLE 6 PER COUNTY (1916-1969).*==8==~ ____ ~
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6 BUREAU 5
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KENOAll 2
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FRANKLIN 4
2
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UNION 4
2 JOHNSON POPE 2
1 CLINTON POWER STATION UPOATED SAFETY ANALYSIS REPORT FIGURE 2.3-1 NUMBER OF TORNADOES PER COUNTY (1916-1969) 54 YEAR PERIOD
NNW NW WNW W
1.5-3.0>8.0 CALM MPS I WA_
0.3-1.4 3.1-8.0 N
S NNE NE ENE 10%
E ESE SE SSE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-2 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, PERIOD OF RECORD
WNW WSW SW ssw 8
1.5-3.0
>8.0 CALM MPS I e0/a_.
0.3-1.4 3.1-8.0 N
I NE ENE 8%
10%
SE CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-3 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE JANUARY
-E
wsw SSW
- 8.
1.5-3.0
> 8.0 CALM MPS I tlWA_
0.3-1.4 3.0-8.0 N
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-E ESE CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-4 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE FEBRUARY
NNW W-SSW 8
1.5-3.0
>8.0
, CALM MPS I f?//z_
0.3-1.4 3.1-8.0 N
I S
SSE 10%
-E CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-5 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE. COMPOSITE MARCH
NNW NW WNW W
~
1.5-3.0
>8.0
~MPS I V#4_
0.3-1.4 3.0-8.0 N
I S
E ESE CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-6 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE. COMPOS ITE APRIL
1.5-3.0
>8.0 CALM MPS I f?7Z~
0.3-1.4 3.1-8.0 N
I S
NNE NE ENE 8%
10%
-E ESE SE SSE CLINTO N POWER STATION UPOA'TED SAFETY ANALYSIS REPORT FIGURE 2.3-7 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE MAY
NNW W-WSW SSW 8
1.5-3.0
>8.0 CALM MPS I 1VZ?2_
0.3-1.4 3.1-8.0 N
I s
NNE NE ENE 10%
-E ESE SE SSE CLINTON POWER STATION UPDATED SA F'ETY ANALYSIS REPORT FIGURE 2.3-8 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE JUNE
NW W-wsw SWS 8
1.5-3.0
>8.0 CALM MPS I fV7Z_
0.3-1.4 3.1-8.0 N I S
NE ENE SE SSE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-9 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE JULY 10%
-E ESE
NNW w-wsw ssw 8
1.5-3.0
>8.0 CALM MPS I Y2ZZ;_
0.3-1.4 3.1-8.0 N
I NNE SSE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-10 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE AUGUST 10%
-E ESE
1.5-3.0
>8.0 CAL M M PS' VlZZ?
0.3-1.4 3.1-8.0 N I NE ENE 8%
10%
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-11 WIND ROSE. 10 METER LEVEL. CLINTON POWER STATION SITE, COMPOSITE SEPTEMBER
WNW W-SW SSW
- 8.
1.5-3.0
>8.0 CALM I
VZZU_
MPS 0.3-1.4 3.1-8.0 I
S NNE NE ENE SE SSE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-12 10%
-E ESE WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE. COMPOSITE OCTOBER
NNW WNW N
I NNE NE 8%
10%
W-
1.5-3.0
>8.0 CALM I
VZZ~
MPS 0.3-1.4 3.1-8.0 S
SE SSE CLiNTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-13 WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE NOVEMBER
NNW WNW W-WSW SSW 8
1.5-3.0
>8.0 CALM I
rZZZ_
MPS 0.3-1.4 3.1-8.0 S
NNE SSE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-14 ENE 10%
-E WIND ROSE, 10 METER LEVEL, CLINTON POWER STATION SITE, COMPOSITE DECEMBER
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CLINTON POWER STATIQ,N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-15 TOPOGRAPHIC MAP OF THE AREA WITHIN 50 MILES OF THE CLINTON POHER STATION SITE
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'14 CLINTON POWER STATION S* AF'ETY ANALYSIS RE'PORT UPDATED FIGURE 2.3-16 TOPOGRAPHIC t,1AP OF THE AREA WITHIN 5 MILES OF THE CLINTON POWER STATION SITE
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N 750
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ROAD ROAD ROAD iJROAD CREEK I
I 750 _--.:
I
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NORTH WNW ROAD FORK ROAD CREEK CREEK ROAD CREEK
'150 CREEK llR.R/CREEK L
J..,.-
1 1 1 I -- ---
700 P A
./, :4 1., o"~RK CREEK ------...-.. -.--.------- -'-'---'
NW 650 R R CREEK CREEK I ROAD ROAD ROAD ROAD ROAD '1 I
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NNW 700 to
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- UPDATED SAFETY ANALYSIS REPORT FIGURE 2.3-18 TOPOGRAPHICAL MAP OF THE SITE AREA SHOWING THE LOCATION OF THE METEOROLOGICAL TOWER TO THE STATION AREA
Condensed Water g/m 3 lO.O~===+==+=~=~~==~==I=+=~+~~I=======+=:I=+I==+-~:~~I~~~~~
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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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-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)
CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT 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)
1----
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W I-Z
~
Z Z
0 I-<<
a::
Q
REVISION 15 JANUARY 2013 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-5 PLANT AREA
6000 r----------.----------~----------~--------~----------~--------~
5000 r----------+----~+---1_----------~--------_4-----------~--------__4 UNIT UNIT GRAPH DURATION DESIGNATION HOURS I
2 2
1000 r-~-------+----------~----------~--~~--~----------_+----------4 o k-________ ~
__________ ~
__________ ~
~~----~~_L
~=_~
o 20 40 60 80 100 120 TIME IN HOURS FROM BEGINNING OF RAINFALL EXCESS DRAINAGE LOCATION AREA SQ. MILES DAIVI SITE 296 DAM SITE 296 REMARKS DERIVED FROM SYNTHETIC METHOD IN "UNIT HYDROGRAPHS IN IL.LINOIS" BY W. D. MITCHELL DERIVED FROM ROWELL STATION UNIT HYDROGRAPH ADJUSTED BY AREA RATIO OF 296/334 (FROM "UNIT HYDROGRAPHS IN ILLINOIS" BY W. D. MITCHELL 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
(J) lJ...
U Z
W
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10 UNIT GRAPH NO.
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30 40 50 60 TIME IN HOURS FROM BEGINNING OF RAINFALL-EXCESS UNIT AREA REPRESENTE D DURATION REMARKS HOURS IDENTIFICATION SO.MI.
2 SUB-AREA CD 126 BASIN ABOVE HEAD OF SALT CREEK FINGER
--~-
2 SUB-AREA @
36 LOCAL AREA OF SALT CREEK FINGER 2
SUB-AREA 0 III BASIN ABOVE HEAD OF NORTH FORK FINGER
--f----------
2 SUB-AREA @)
15 LOCAL ARE,.\\ OF NORTH FORK FINGER
I------ --
2 SUB-AREA 8
RESERVOIR SURFACE AREA
-~--- -- ---- ------
70 80
- Bloomington
- McLean
- Atlonta ROWELL GAGING Clinton,'
STATION
..K (Drainage Area = 334 S~M1):;;>
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- Gibson City Rantoul
- Mahomet Urbana
- Champaign SUB-AREAS CITIES SCALE IN MILES LOCATION MAP CLINTO N POWER
'STATION
'UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-7 UNIT HYDROGRAPHS FOR SUB-BASIN AREAS
710
/1
~,t,-f-'
1--'---'
-,-~'-
708 I~CONTROLLED LAKE TOTAL I
BY CHUTE f---'-1-'--
ELEVATION DISCHARGE 706 (FEET)
(CFS)
II
-.~
f-'--'
690 0
1-'------
r"-AUXILIARY 691 549 704 SPILLWAY 692 1,579 I-
~'
I1J 693 2,953 I1J
~'-
IL.
/
694 4,619 z 702 695 6,543
~,..............
/~
z
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696 8,712 0
697 I 126 I-700 j
698 13,759
<t >
V/
699 16,607 I1J
...J 700 19,247 I1J 698 701 44,449 I1J V
702 32 954
<t SERVICE
...J SPILLWAY 703 43,538 696 L
704 55 873 V
CONTROLLED 705 70,226 BY OGEE 706 85,648 694 707 102 378
/
'I 708 120,336 I
709 140,657 692 710 161,103
/
i I
I I
I 690 0
10 20 30 40 50 60 70 80 90 100 110 120 130 DISCHARGE IN THOUSAND CFS I.
I CLINT 0 N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2,4-8 SPILLWAY RATING CURVES
.,h -""
180 160 140 120 U)
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L 120 140 160 180 200 220 TIME IN HOURS 240 DRAINAGE AREA = 296 SQ. MILES REVISION 9 JANUARY 2001 CLINT 0 N POWER STATION 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-
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~ 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 DISTANCE IN FEET SECTION X2A 2700 3000 3300 3600 3900 t
\\
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORt FIGURE 2.4-10 LOCATION PLAN FOR CREEK CROSS SECTIONS (SHEET 2 of 5)
720 700 1\\
~
w W
lJ..
Z -
z 680 0 -
~
<t W
...J w
~
660 1\\
'\\~.,/
640 o 200 400 700 t
~
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lJ..
z 680 z
0
~
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...J w
640 o 200 400 II 7
/
V I
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600 800 DISTANCE IN FEET SECTION X7A
--~--.
600 800 1000 1200
~
~
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1000 1200 DISTANCE IN FEET SECTION XI4A 1400 720
~ 700.
w W
lJ..
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0 680
~
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660
..... /
640L----------L----------L----------L--------~
o 200 400 600 800 DISTANCE IN FEET SECTION XIOA V
~
~
1600 1800 2000 2200
- 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--------~------,
~
~~
/
~ 660 r---------+----------+--------~----------+I--~--~-=--~--------~---------+--------~----------+---------~---------+----------+-------~~~~------~
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 CROSS SECTION LOOKING UPSTREAM.
DISTANCE IN FEET SECTION XI9A CLINTON POWER STATION U*PDATED SA-f'ETY ANALYSIS REPORT FIGURE 2.4-10 LOCATION PLAN FOR CREEK CROSS SECTIONS (SHEET 4 of 5)
I-lLJ lLJ LL z o 720r---------.---------.---------~--------_.--------_,--------_r--------_.--------_.--------~--------~
I-----~
~~
~--~--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 I
~ ILLINOIS CENTRAL RAILROAD r-- PROBABLE MAXIMUM FLOOD 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
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1,
~ 670 ~--------+---------~---------+----------+---------~---------+----~--~~--------+_--------_r--------_+----~+---r_ ___
~~-=~
~
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STREAM
~---r---
BED
~
PROFILE7
~~
660~------~-------+--------~------~-------+-~-----~/If' 640 0 L---------J2----------4L---------~6----------8~---------10L---------1~2----------IL4---------IJ6----------IL8---------J2~0--------~LL~------~L4 STA.O+OO DAM SITE DISTANCE IN THOUSAND FEET 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
/./
V~TAL i
ELEVATION AREA CAPACITY I
IN IN IN VOLUME FEET ACRES ACRE-FEET 694
./
/
I 680 3,100 33,900 I
V"
/
682 3,550 40,600 690
/
NORMAL POOL I
684 3,930 48,000 I
V I
EFFECTIVE
/ //
SURFACE I
686 4,250 56,000 I-AREA.
I i
w 686 I
688 4,520 64,800 w
V IL.
, /
I 690 4,895 74,200
! /1 I
r
~ 682 i
i i
I 692 5,210 83,600 z
y I
I I
694 5,700 95,000 I
i 0
I i=
J; I
696 6,140 106,300 c:( 678 I
./
I 698 6,800 120,000 w
..J
//1 I
w I
700 7,380 133,300 674 I
7/
I 702 7/300 149,000 I
704 8,180 164,300 I
670 i
706 8,600 182,000
/ /
I 708 9,260 199,200 I
Ii 666 //
662 1/
658.I I
I 654 650 0
I 2
3 4
5 6
7 8
9 10 II 12 13 14 15 16
- ~
,:CLINT 0 N POWER STATION 17 18 19 20 21 I'
VOLUME IN TEN THOUSAND ACRE-FEET UPDATED SAFETY ANALYSIS REPORT
", 'I FIGURE2.4~12 LAKE AREA - CAPACITY CURVES
_0.'
- J I(
\\\\
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-;.....,I)I~!>CHAR~jE CHANNEL BOTTOM WIDTH
,. "-.- <t SERVICE SPI\\J..WAY CREST EL 690' LENGTH 175 LAKE NORMAL POOL EL690'
.670'------1.....
ROCK TOE 400 L
SCALE IN FEET
~S£EDEO AUXILIARY SPILLWAY CREST EL. 700' 25' ASPHALT CONCRETE CREST WIDTH 1200' CREST LENGTH CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2*.4-13 PLAN - DAM,'SPILLWAYS AND OUTLET WORKS
NORMAl. POOL EL.69000'1
"-6" RIPRAP ON 9" FILTER X 8 9" FILTER I--.....
~~~~~~~;::::::;\\) I 4" TOPSOIL AND SEEDING DEPTH VARIES EL.VARIES DEPTH VARIES
~
Ie:::::::
2TY CLAY, LITTLE SAND AND FINE 3 GRAVEL (TYPE A COMPACTED FILL)?
~ "-d' SAND DRAINAGE BLANKET (EL \\ARIES)
CUTOFF TRENCH
~
1.5 1.5
- ]1 11'7 L
2'-d' 100'- 0" DEPTH VARIES FROM 5'-0" TO 15'-0" (MEDIUM TO DENSE. FINE TO COARSE SAND, SOME GRAVEL ALWVIAL AND/OR OUTWASH MATERIALS)
STIFF TO VERY STIFF aA'EY SILT WITH 8
11'-5" DAM TYPICAL DAM SECTION 40 0
40 80 11'-5" CROWN OF,DAM fl. 712.04 1/4" 1FT.*
SCALE IN FEET SOME SAND AND GRAVEL (ILLINOIAN TILL) 4" TOPSOIL AND SEEDING 3"BITUMINOUS CONCRETE SURF AC I NG COURSE (TYPE B)
[SILTY CLAY,UTTLE SAND.AND FINE GRAVEL (TYPE A COMPACTED FILL 7 DETAIL A o
8 16 SCALE IN FEET 1'-6" RIPRAP ON 9" FILTER I 8 9" FILTER I REVISION 9 JANUARY 2001 ORGANIC TOPSOIL AND WEATHERED ALWVIAL MATERIAl..
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-14 TYPICAL DAM CROSS SECTION
I I
I,
1 I
1 1
I,
1 I
I
/
1 1
6'- 6*!.....
4'-d'~
cp
~ DAM q
10
<D
+
SEE CONSTR.
JT.
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" 16'-10"
/10'-0" 27!.....6" 13'-O'13!"Q' f 22'-4~" 30'-0",\\
165'-0"
/
EL.647.0' oJ.
4
- ]1
/" EL.710 63'
(
WAll CONTROLJT.
EL.71I.S*--........
I //
~ f'.t::,....,,~J.--EL 711. S
/
EL.6ST.D' EL.692.4*\\
c;::::::-v E ~ - '" '-<:::
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~~!!!!I!i1ti~;:::~rr3:If:M~:~:;:'~~;":~"'~':'~'<4~ '5' ~=O;I t;~;;~t~~
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-~
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/T/RETAIN!NG WALL
/
EL. 705.~
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// I-
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..... t:..... :,:.
40 1'-1:1.7
- s' 3" M1UD SLAB 2~
EXPANSION J T.
DETAI L "0" 2'-0" RIPRAP ON 1'-0"-
filTER ][
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
POLYETHYLENE SHEET 6" FILTER TYPE 1
-0 0
I 3" MUD SLAB I'-O"FI LTER TYPE][
DETAIL a Fa 20 Q
20
&.~~~~J~~~~~i
+
r<'I
~
en 12'- 6" EL.637.0'
-en 6"" ABS PLASTIC PIPE 13'-0" 1'-0" EL.643.0'
-0 3" MUD SLAB 6'-0' OETAI L uG" 20 0
20
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VARIES T/OGEE EL.690.0' ELvARIES 3" MUD SLAB 20 15'-0" WATERSTOP (AT CONTRACnON AND CONTROL J T.
ONLY)
DETAIL aD-O 20 I. REFER TO FIGURE 2.4-15 FOR PLAN.
EL. 689.63' 688.50' EL.680.0' EL.673,5' T /OGEE EL.690.0 EL.679.9' 5... 05 _
... ~--#----
74'-2 14' EL.682.0' SECTION H-H 10 0
I 10 :
3" MUD SLAB REV[S[ON 9 JANUARY 2001 2'-0"
£1' j1j ABS PLASTIC
"""'++0..--
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POLYETHYLENE SHEET DETAIL oED 20 a
20 FI"~S-~J~"~~~~'
/5'-0" 14'-7" 14'-7" STA.2 + 50.0 s=.,r,6 6"
DETAIL DCD 5=.0298 POLYETHYLENE SHE'ET 3" MUD SLAB 1'- 0" FILTER.TYPE ]t 6" FI LTER TYPE I CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-16 SERVICE SPILLWAY SECTION AND DETAILS
18 17,320 CFS 16 I 1\\
16 V
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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
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CLINTO N POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-18 lOa-YEAR FLOOD HYDROGRAPHS OF LAKE CLINTON AND SALT CREEK AT DAM SITE
0 (X)
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690 685 680 w
67 w
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0 66 '
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10 11 12 13 14 15 16 17 18 19 20 21 22 23 DISTANCE IN HUNDRED FEET CROSS SECTION (4070 FEET DOWNSTREAM)
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10 11 12 13 14 15 16 17 18 19 20 21 22 D !STANCE IN HUNDRED FEET CROSS SECTION 3
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10 II 12 13 14 15 16 DISTANCE IN HUNDRED FEET CROSS SECTION 5
( 1060 FEET DOWNSTREAM)
NOTES:
I. CROSS SECTIONS LOOKING UPSTREAM.
- 2.
LOCATION OF CROSS SECT ION IS REFERRED TO ILLINOIS STATE ROUTE 10 BRIDGE.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2. 4-20 SALT CREEK CROSS SECTIONS (SHEET 1 of 3)
690 690 l---
685 \\
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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 675 \\
NOTES:
I-w
)7 I.
CROSS SECTIONS LOOKING UPSTREAM.
w IL 670
- 2.
LOCATION OF CROSS SECTION IS REFERRED
/
TO ILLINOIS. STATE ROUTE 10 BRIDGE.
z 665 I
0
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w
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655 650 645
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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
~
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T/ ROAD K~~~D88' EL.667.85 7 670 I
w
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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 BY 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)
8
+
,ti N
+
~I SEE DISCHARGE CHANNEL EL.69S.D 2'-o" RIPRAP ON 9" Fl LTER II I Z0'-5"
~
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+I 0
<I tnl SPILLWAY AXIS SECTION
~
9" ASPHALT CONCRETE ON t'-4" C~ACTED SUB-BASE AUXILIARY SPILLWAY SECTION 20 0
20 CREST LENGTH = 1200'-d' EL.712.0 4~
JO I
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APPROACH CHANNEL 1 *o~o" FLOW EL. 69S.O S=0.3 % -
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A 10 4" TOPSOIL 8 SEEDING
-0 0
~
10 DETAIL *e*
0 10 ROCK TRENCH 10 REVISION 9 JANUARY 200 1 4" TOPSOIL 8 SEEDING EL.690.0
~I
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EL.720.0 EL.710,0 EL. 700,0 EL.690,0 CLINTON POWER STATION UPDAT[D SAP'[TY ANALYSIS ll[POIIT FIGURE 2.4-21 AUXILIARY SPILLWAY SECTIONS AND DETAILS
T/RETAINING WALL EL.672.0' SERVICE SPILLWAY ELEVATION N 1,265,163. 35 E
346,588.68 STA.3 +27.5 40 48"* (LD.) CONC. PIPE s,o.004s 275°-03/4"
'o
- o.,
PLAN 0
SCALE IN FEET
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-~~-...,---48" * (1D)CONC.PIPE lo DAM a SPILLWAY STA.0+00 N 1,265,473.10 E 346,702.31 3, I
_N 1,265,538.00 E
346,915.28
'°"' ~
N I 265,328.98
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- 4. _.
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'l 40 FINISH GRADE m'oi~~it.,iQLLAR (TYP.)
OOTLET PIPE ACCESS BRIDGE
- ).-:'
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(,4:,,,EL;~~ITTERWALLEL.6970' LAKE NORMAL POOL a.690.0' 12" RIPRAP ON 8" FILT,ER TYPE U INV.EL. 650.94
- o I *o
!£ 30'-o" 30'-o" 1'-o"RIPRAP eo'-o" 154'-10" SECTION F 0
40
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SCALE IN FEET 3,'I" PREMOOLDED FILLER DETAIL 1 F 1
- w I -.,
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- 4 SECTION
-1"--1.-------(i_ a*:
- PIPE CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-22 LAKE OUTLET WORKS - PLAN, SECTION AND DETAILS
NOTES
- I. TOPOGRAPHIC MAP OF ULTIMATE HEAT SINK AFTER CONSTRUCTION ( OCT.17, 1977).
- 2. REFER TO FIGURE 2.+.24\\FOR SECTIONS.
0
~
SCALE IN FEET CLINTON POWER STATION UPOATED SAFETY ANALY)IIS REPORT FIGURE 2.4-23 ULTIMATE HEAT SINK PLAN
t BAFFLE DIKE
,=
5 W.S. EL 675.0 LAKE NORMAL W.S. EL. 690.0 I
j
---.=:::::rr 5
SECTION A
D 100 SCALE IN FEET T/EL.676.D ULTIMATE HEAT SINK BOTTOM EL. 668.5 15'-o" j BAFFLE DIKE 30' o" 115'-o" NOTES 0 ILLINOIAN TILL 2'-d' SOIL CEMENT 56'-o" Q
t-o" SOIL CEMENT
'\\_
\\COMPACTED BACKFJU. (TYPE A)\\.
~ OOTTOM OF EXCAVATION JO SCALE IN FEET SUBMERGED DAM T/EL.675.0 30'-lo" EL.673.5
- 15' I E
70 3 EL.668.5 5'1 L.6 2'- " SOIL CEMENT J"-.
RANDOM FILL LJI COMPACTED BACKFILL -= -Ji fc:OMPACTED !BACKFILL (TYPE A)"'\\, I'---.-
~
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15
( TYPE C ) --
5 BOTTOM OF EXCAVATION -
1~*-~"I, 145 1-0 11 4
IU.INOIAN TILL SECTION C
0 30 SCALE IN FEET I. REFER TO FIGURE 2.4-23 FOR LOCATION OF SECTIONS.
I 1.S(MIN.)
ULTIMATE HEAT SINK BOTTOM EL. 668.5 L],
1.5(MIN.l.
ULTIMATE HEAT SINK BOTTOM EL. 668.5 CLINTON POWER STATION UPDATED,SAFETY ANALYSIS REPORT FIGURE 2.4-24 ULTIMATE HEAT SINK SECTIONS
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'CLINT O N POWER ST AT IO N UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-25 AREA-CAPACITY OF SUBMERGED ULTIMATE HEAT SINK
0 z 0
(.)
ILi en 5
4 a::
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)
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- BAFFLE DIKE V
~
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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
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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 -
t-l&1 l&1 lL z -
z 0
t-ct l&1
..I UJ 710 705 700 695 690 685
_i..----
I L _ _j._,,,,==k==-==:::t::::::=::+/--:::So STARTING WATER SURFACE EL.68-1-2._3 __
1 680 675 670 0
2 4
6 7
I TQP OF SUBMERGED BAFFLE DIKE E~.676.0 1
' I TOP OF SUBMERGED DAM EL.675.0 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 0
2.4 z
0
(.)
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4 VELOCITY OVER SUBMERGED BAFFLE DIKE-y ~
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SUBMERGED DAM V/
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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,
SAND 6 GRAVEL ILLINOIAN TILL DIVERSION DITCH BOTTOM EL.664.0 VARIES SECTION A-A 0
50 scXa,N Mr LlQ:Qj~
CL1 SWRRY TRENCH a
400 SCALE IN FEET EL.680.0
£U15.o
~
1,277,,000N 1,278,,ISOOM
~
1,,276,000N
' CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-30 ULTIMATE HEAT SINK DIVERSION SCHEME
.)
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NOTES
- LEGEND:
I TOPOGRAPHIC MAP OF ULTIMATE HEAT SINK AFTER CONSTRUCTION (OCT.17,1977).
2 REFER TO FIGURE 2.4-24 FOR SECTIONS.
G, MONITORING LOCATIONS
=
TRAVERSE FOR SOUNDINGS IN AREA UPSTREAM OF UHS
-~
./'
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\\:~,i:
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- 7 l,Z77,000N I SSW OUTLET STRUCTURE jf/-~"'t-. -+ ~
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1,276,500~
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,,_~76,000N__
PLAN 0
400
*il SCALE IN FEET JID CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-31 ULTIMATE HEAT SINK MONITORING LOCATIONS
REVI S I ON 9 i t
-N-
~
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LEGEND:
I CPS TEST WELL T
FUNCTIONAL PIEZOUETER (AS OF 12-77)
NON - FUNCTIONAL PIEZOIIIETER ( AS OF 12-77)
_,,- INFERflED..rATU TML£ 00tl10Ull,M9CC ISNIN DE1'051TS NOTES:
L DATUM IS I.CAN SEA LEVEL.
2, ADDI TI ONAL P-SERIES PIEZOl£TERS ARE SHOWNON FIGURE 2, 5-16.
J.
PIEZOl£TER INSTALLATION DATA ARE LISTED IN~
BASE MAP l<<JOIFIEO FROM uses. 15' SERIES TOPOCRAPHIS MAP :
- 5.
MAROA, IL.. 1957, LOCATIONS Of PIEZOl£TERS OW-9 THROUGl1 OW-17 ARE SHOWN ON FIGURE 2. 5-272.
I --
0 -..
Scae in Miles JANUAR Y 200 1; I
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPOIIT FIGURE 2.4-32 LOCATIONS OF PIEZOMETERS, CPS TEST WELL, AND WATER TABLE IN SITE VICINITY
GRAIN SIZE O IN MILLIMETERS IOO 00 90 4 I I.....
I 8..
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BROWN, FINE TO COARSE I r--...
I SAND, SOME FINE GRAVEL.
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... 70 i i 60 ti a: 1:10 z
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.001 20 SILT AND CLAY SIZES CLINTON POWER STATION UPDATED SA F'ETY ANALYSIS REPORT FIGURE 2.4-33 PARTICLE SIZE ANALYSES (BORINGS PH-2 AND PH-10) fO 15.0 to 24.0
U. S. STANDARD SIEVE SIZE I
I I
SIN. I Ilk 5/141k5181k4 ID lO 40 ID 100 IOO I
I I
~
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I BROWN ANO GRAY F \\NE TO COARSE I SANO WI TH GRAVEL I
11
( SALT CREE K ALLUV \\UH )
I lli" I I
1111111 I h 1111 1 h 0
I Ill I I I II 1111 II 100 10 1.0 0.1 GRAIN SIZE IN lot ILLIMETERS coeeus FIN(
BORING DEPTH CLASSIFICATION NA'tWC LL PL P
D-10 14.0 SP-SW 7.5 i i I. *.. !
I IC U.S. IT&IIOAIIO 111¥1 l*H IO IO 40 to -
~ II I II
~
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- r Cit EK A I YIUM)
\\
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- AIN 94ft IN IIILLIIIITl*S I -.. I.....:*r~r
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- - ~-.......
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- = ~--
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i f' IC I
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- 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
~
22
,.,.,f,BH~,:F -
.....,,,,.~ g,-,,,. ail'-<
d'... ~..., ~.,~13
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<,_ /
/
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.,_t 17
, "'*V.,,_,.
LEGEND BORfNG SYMBOI..S 0 SANO LENSES PRESENT A80VE EL. 680 FT.
27 SANO LENSES PRESENT BETWEEN
. EL. 6eOF"T. ANO 680FT.
ANO ABOVE EL. 680FT 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!
O....rs R3E 500 IOOO
-====,
SCALE IN rt!"'!'
- *27 P-26
-~
26 J *3A
! I E-4
- -;,,, -~
~t,,.,,.
""° 1000 SCALE IN FEET DETAIL A NOTES:
I.
BORING GROUP G-l CONTAINS 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 ABOVE El. 650 FT.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-35 DISTRIBUTION OF SUBSURFACE SAND LENSES IN SITE VICINITY
T5()
1-l'IEZOMETCIIS 6LOWN 0/tY ll$INtl -=
AIR r.JO
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00 I
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-I- ---1-- - - - - --1-- --1-- - - - -- ---1----1----1----
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-,go IO ZO
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I DCCCM<<lt I
i------------------------
~n------------------------ NOTES:
i.;
~
~
~
~
- 1.
PIEZOMETERS INSTALLED IN ENCOUNTERED SAND LENSES TO INCREASE THEIR EFFICIENCY TO MEASURE FLUCTUATIONS IN GROUNDWATER LEVELS WITHIN ILLINOIAN TILL.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
- 2.
REFER TO FIGURE 2.5-16 FOR LOCATION OF PIEZOMETERS.
- 3.
PIEZOMET£R INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
FIGURE 2.4-36 WATER LEVEL OBSERVATIONS, STATION SITE (SHEET l of 2)
750
=
~ ~
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=
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!S!IO 550r--t---+--+---t--+---+--+--+--l--l--l--+--+--l--l--+-- +--+--+-- +---+--+---+---+---+---+--f--f--f--+--+---t---t---+-+---t---+--+--1!S/SO
!S50r-- t---+--+---+--+---+--+--+--l--l--+--+--+--f--+--+--+--+--+--+---+---+---+---+---+--+--f--f--fl--+---+---+--+--+--+---t---+--+--1550 510~--P~--t-~--t-~--i-~--~-~
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/0 20 JO IO 20 JI
/0 20 JI JO 20 28 IO 20 JI IO 20 KJ IO 20 JI IO ZO M
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- -----------------1*
NOTES :
- 1.
PIEZOMETERS INSTALLED IN ENCOUNTERED SAND LENSES TO INCREASE THEIR EFFICIENCY TO MEASURE FLUCTUATIONS IN GROUNDWATER LEVELS WITHIN ILLINOIAN TILL.
- 2.
REFER TO FIGURE 2.5-16 FOR LOCATION OF PIEZOMETERS.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FI GURE 2.4-36
- 3.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE
- 2. 4-31.
WATER LEVEL OBSERVATIONS, STATION SITE (SHEET 2 of 2)
NOTES :
~
~
~
~
i;j 680 I
I 680
- !j I I
(f PIUOM~TEN o JO~ B<OW A.,,
I 1661?
~
- ,___..,Id,,. -,"" ** _ _
-1 7
- 1
-'= I * -"*
.... **,; ~... -
- ~[-:
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'l~~=::::~~:~~:~~:;~:-~:l:~t";--;~~-i_iJ-~
~~-;--~-~--I-~i-_~i_:__;-_ '-~i:
_:_-;_*~-~-=-t:i_i-_i_~--~1i_i_~_~_:*;-t:~_-;_=_~--~l:~;:_;_~_-_:11;~-~_-i_~_~-t~_:_;:_;_;_l~-=--~---~;_-==1~-~-~-~_:_rF;_~ __ =~_~-1r;:_:=:_:;_:~JI:
5/A7 I I I I I I I I I I I I I I I I I I I I I ls.o 560 I I I I I I I I I I I I I I I I I I I I I 1 560 540 I I I I I I I I I I I I I I I I
I I
I I
I 1
540 520 1
I I I -1
- _ I I I I I I I I I I I I I I I I 15'~
500 ~---l,,----1-~--J ___ j_ ___ ---_ 1
____ J ___ J ___ J _____ 1
_____ L
____ L ___ J ___ J ____ 1-----l---1----l---L---1-----1 500 4801 I I I I I I I I I I I I I I I I I I I I 1,a, 4601---... -DL--l-----f-:---l----l--~-l-- --::I
- I -- l---+---1----1-- ---1----1----1---+--+--+'---I..,
/0 20JO
/0 20
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'1 I
I.IN£ I
.ur I
AUGUST I
SE~';;"
J OCTrJIIER I
NOVEM.CR I
<<r:EIINR I
- 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.
~
ill;
- t
~
3!...
t;j
- 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.
- 5.
REFER TO FIGURE 2.4-32 FOR LOCATION OF PIEZOMETERS.
- 6.
PIEZOMETER INSTALLATION DAT_/\\ ARE LISTED JN TABLE 2.4-31 FIGURE 2.4-37 WATER LEVEL OBSERVATIONS, DAM SITES (SHEET l of 2)
710r----,---,---,---,---,-----,-,---.----.---.--,--.---.----,---,--,--,--,_-, ____ ~_~_~_-,---,----.-----,------,------,---,--,--.--,--,--,--~---.-----.----,---,7IO
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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 I I I: !
-'40 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 l-'40 ml 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 l-'20
-'001. 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 lsoo 01 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
- OL P'J-I - _[ - I L - L_ J L
J J
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NOYEMB£R I
D£CEMBER I
JANUARY I
FEBlfUARY I
IIAIICII I
APRIL l
11Ar t
.1UN£ I
JULY I
AU(JIJ$r I
SE,TEIIIIEII I
ocro11£1t I
NOVEMIIElf t
191'2------t-t,,._ _______ _______________________,.,s -------------------------- - - ----
NOTES:
- 1.
PIEZOMETERS 03A, 019A, 023A, 030A AND D30C INSTALLED IN THE ILLINOIAN TILL.
- 2.
PIEZOMETERS 038, 088, 0198, 0238 AND 0308 INSTALLED IN THE SALT CREEK ALLUVIUM.
- 3.
PIEZOMETERS 011 AND 031 INSTALLED WITHIN THE BEDROCK AND MAHOMET BEDROCK VALLEY DEPOSIT.
- 4.
PIEZOMETER 011 INOPERATIVE AFTER JUNE 29, 1973 WITH WATER LEVELS BELOW--*et:EVATION 619.3.
- 5.
REFER TO FIGURE 2.4-32 FOR LOCATION OF PIEZOMETERS.
- 6.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 7.
PIEZOMETERS 046, 047 AND D48 INSTALLED IN WISCONSINAN AND ILLINOIAN TILL.
- 8.
PIEZOMETER 050 INSTALLED IN THE WISCONSINAN TILL.
CLIIHON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2. 4-37 WATER LEVEL OBSERVATIO~S, DAM SITES
<-G'"{SHEET 2 of 2).
i
~
i.::
~
~
i::: § lij NOTES:
7'50[~]--T-l--T-J=-1-~Pii~~:iii~rT--,-,--r--i---1-,--,----r--.--~--
sl:
I I I
~
PfEZOMETER 81...0HN ORY 7'301-- ~~ '
- ~'--- -
..) 1 USINGlOAIPR£SSEO AIR I
I I
750
... -='
I
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I
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[59 T
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- I 650
-1~ ____ -::-+-------I * -J----- -- 6"0
-- -----------+-- -:_-~r+-1 t t 630 610
,610
- f----t--1---l- --1----1----1--~-1---1--1---1----1---1--1-- -- ---1---1-1---l---l---~:
SJ0 t--t--+---t---+-+--+----l------l-~---+----+----+--+.------1---____;___J....-----l----c--+----I-_____(..:._____ 530 I
490*--
~I I I I I I I I I I I I I I_ L ! LLJ LL t IO 20 JO 10 20
.JI 10 20
.JO
!O 20 31 E3A K) 20 JUNE 30 I
10 20 JULr
- JI I
Kl 20 AUGUST
- JI I
SEPTEMBER I
OCTOBER I
NOVEMBER I
DECEMBER I
i-------
-1972- - - - - --
~
~
~
~
- 1.
PIEZOMETER ElB INSTALLED IN THE WISCONSINAN TILL.
- 2.
PIEZOMETERS E2B, E3B, E4B AND ESB INSTALLED IN THE
- 4.
PIEZOMETERS E6B AND E7 WERE PERFORATED OVER THEIR ENTIRE LENGTHS.
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT ILLINOIAN TILL.
- 3.
PIEZDMETER E3A INSTALLED IN THE MAHOMET BEDROCK VALLEY DEPOSIT.
- 5.
REFER TO FIGURE 2.4-32 FOR LOCATION OF PIEZOMETERS.
FIGURE 2.4-38 "WATER LEVEL OBSERVATIONS, BORINGS E-lB TO E-7 (SHEET 1 of 2)
1$0
~
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- - c -,_**cc..-~- - - + - - *I- - * -.- - -.. *c;
.JI 10 20 JO 10 20
.Jf 10 20 JI 10 20 28 10 20
.JI J()
20 JO 10 20 JI 10 20 JO 10 20
.JI 10 20 JI 10 2 0 J O I
~::1-
--1--- I 490
,o 20 J,
,o 20
,o NOVEMBER DECEMBER I
JANIJARr I
FEBRUAR r I
MARCH I
APRIL I
MAY JUNE JULY AUGVSr I
SEPTEMBER
- ---- 1972 ------1,.-- --------------------
l97J - --
NOTES:
- 1.
PIEZOMETER ElB INSTALLED IN THE WISCONSINAN TILL.
- 2.
PIEZOMETERS E2B, E3B, E48 AND ESB INSTALLED IN THE ILLINOIAN TILL.
- 3.
PIEZOMETER E3A INSTALLED IN THE MAHOMET BEDROCK VALLEY DEPOSIT.
- 4.
PIEZOMETERS E6B AND E7 WERE PERFORATED OVER THEIR ENTIRE LENGTHS.
- 5.
REFER TO FIGURE 2. 4-32 FOR LOCATION OF PIEZOMETERS.
ocrOBER NOVEMBER I
CL'INTON POWER STATION UPDATED SAFETY ANAL.YSIS REPORT FIGURE 2.4-38 WATER LEVEL OBSERVATIONS, BORINGS E-18 TO E-7 (SHEET 2 of 2)
729 727 725 723 721 719
- j 717
- IE
-!. 715 z
0 ;::
,; 713 j
w 711 709 707 705 NOTES:
APIIIL
'"'**cH APIIIL
- 1. PIEZOMETER INSTALLATION DATA ARE LISTED. IN TABLE 2.4-31.
- 2. PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3. DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
ONSITE PRECIPITATION DATA ARE NOT AVAILABLE FROM JULY 19 THROUGH AUGUST 9 OR FROM OCTOBER 19 THROUGH DECEMBER 31, 1977.
- 4. PIEZOMETER OW-3s HAS BEEN REPORTED AS DRY SINCE INSTALLATION
. EXCEPT ON NOVEMBER 3i 1976l AND DECEMBER 15l 1977, WHEN GROUND-WATER LEVELS OF 728.o AND 131.1 FT MSL, RES~ECTIVELY, WERE RECORDED.
MAY JUNI:
.IUI.Y 1977
- 5. PIEZOMETER OW-4s WAS REPORTED AS DRY IN 1976, EXCEPT ON AUGUST 3, 1976, WHEN A GROUNDWATER LEVEL OF 718.4 FT MSL WAS RECORDED.
- 6. PIEZOMETERS OW-5s AND OW-7s WERE REPORTED AS DRY IN 1976.
- 7. RECORDED GROUNDWATER LEVELS IN INDIVIDUAL PIEZOMETERS ARE NOT SHOWN CONNECTED WHENEVER A SUBSEQUENT MEASUREMENT INDICATED THE PIEZOMETER WAS DRY.
- 8. PIEZOMETER OW-6s HAS BEEN REPORTED AS DRY SINCE INSTALLATION EXCEPT ON JULY 18, 1977, WHEN A GROUNDWATER LEVEL OF 736.3 FT MSL WAS RECORDED.
OCTO.a*
NOVEM* I:*
oac*w***
to I
- 2.G **
729 727 725 723 7H 719 :::..,
- IE 717 ::
z 0
715 ~
713 711 709 707 705 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-39 GROUNDWATER LEVELS MD DAILY PRECIPITATION - GROUP 1 (SHEET 1 of 3)
...J
APRIL J UN £ 724 722 720 718 716
.J
- =,
714 b ~".. d
+
z 0
712 j::
710
.J 708
-~
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ii:
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706 704 702 700 2.0 1.0 0.0 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 JO.l:D JUHi:
10,* ao a*
JULY 10 1* :o **
AUGUST
- ,o 1a ao **
NOTES :
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 1 TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22.
- 4.
NO GROUND WATER LEVEL DATA WERE REPORTED FOR JANUARY OR FROM SEPTEMBER 15 THROUGH DECEMBER 31, 1978.
1978
- 5.
PIEZOMETERS OW-4s AND OW-5s WERE REPORTED DRY ON SEPTEMBER 14 1978.
- 6.
PIEZOMETER OW-7s WAS REPORTED DRY ON FEBRUARY 20, MARCH 14, AND FROM JUNE 28 TO SEPTEMBER 14, 1978.
OCTOBER 20 Z!S D
10 HS 2 0 29 OCTOll t:R OECEM 8 Ut e
10 1!'
20 29 724 721?
720 716
.J
- =,
712 i +
z 710 S'!...
a 10 us
.2.0 2 15 N O V EMBCR 706 704 702 700 2.0 1.0 0.0 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2. 4-39 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 1 (SHEET 2 of 3)
~
.J
-~
z Q...
ii:
frl a:
Q.
JANUA RY MA RC H APRIL
,.,._y JUN£ JULY AUGUST
- Slf:i-T0ot8 f:Jl OCTOIIIE'.1' OECEM8£A' 726 726 724 724 722 722 720 720 718 718
..J
,116.-.
716 :;
714 714 +/-.
z z
0 0
~
712 712 !i
..J
..J w
710 710 708 708 706 706 704 704 702 702
.~ 2.0 2.0
~
z z
0 0
s 1.0 1.0 j'!
ii:
ii:
iii OD 0.0
[rl 0::
a:
a..
9 t0 19 20 2B s
10,a zo *s s to ta 20 a.a tO 15 2 0 2 S 5
to 1s 20 2 s to 1* ;z.o z*
910111:Z.O tS e:
10 l!l
~O 2 5 9
10
-15 20 2.5 5
10 1!5 20 2S Q.
.JANUARY FIE9RUA"Y MAJtCH A~IL
,u....
JULY AUOUff
- R"tM91tll OCTOBER NOV EMBER DEC£V&Ut 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.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
6.
PJEZOMETER OW-Ss HAS BEEN REPORTED AS DRY ON JULY 23 AND CLINTON POWER STATION FROM SEPTEMBER 6, 1979.
UPDATED SAFETY ANALYSIS REPORT
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN 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, GROUNDWATER LEVELS AND JULY 5 THROUGH JULY 9, 1979.
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 716 714 712 ~*
700 698 694 n P'll.JIUAJIY NA'ICt:I NOTES :
- 1.
PIEZOMETER rnsTALLATION DATA ARE LISTED IN TABLE 2. 4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
1976
- r.nni1a1:111 OCTO* W-111 HOVUi1a11*
o*cc.. ***
AUOUff
- EP'TIIM* ll'I OCTOallR NOVIIMaER DCCEMHR 716 714 712 710
..J 708 ~
706~
~
1-704!
702 700 698 696 694
..J...
CLINTON POWER STATION UPDATED SAF_ETY ANALYSIS REPORT FIGURE 2. 4-40 GROUNDl*JATER LEVELS AND DAILY PRECI PITATION - GROUP 2 (SHEET l of 4 i
JANUARY 7 1 8 e
to ta 20 as 716 714 712 J
710 ~
V)
- l; z
0 ii
'"'~
Ci 706 ~=
_J w
702 lffiijaffll:r 700 698 696 694 WA.CH NOTES :
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2. 4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
ONSITE PRECIPITATION DATA ARE NOT AVAILABLE FROM JULY 19 THROUGH AUGUST 9 OR FROM OCTOBER 19 THROUGH DECEMBER 31, 1977.
JUNl JUNE
.JULY AUCIUST 1977 91:l'"'Tf:MBf:llt OCTO* E*
NO\\l'l:M* E*
011:CEW* Ea a*PTEM* S.R 10 ** 20 28 OCTO.EII NOYEM* EII 0cc*1111***
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2. 4-40 GROUNDIJATER LEVELS AND DAILY PRECIPITATION - GROUP 2 (S!JHT 2 Qf_4_l 718 716 714 712 710 708 ii!
- l; 706 ::
z 0
704 ;:::,
w
_J w
702 700 698 696 694
.JAN U ARY FEBRU A RY MARCH APRIL
.JUNE JULY AUGUST SEPTEMBER O CTOBl:R NOVEMB ER OECl!'MIIER.'_
724 15 10 ID 20 29 15 10 115 20 2!5
!5 10 115 20 29
!5 10 115 20 25 S
10 115 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 724 722 722 720 720 718 718 716 716
...J 714 714
...J
- i;
- i; 712 712
+
+/-:
z z
0 0
s 7.10 710 j::
UJ UJ
...J
...J UJ 708 708 UJ 706 706 704 704 702 702 700 700
.!=i 20 2.0
-~
z z
0 0
s 1.0 1.0 s ii:
ii:
u u
UJ 0.0 0.0*
UJ a:
e 10 1e 20 2e 9
10 15 to 2 5 S
10 H! 2.0 25 e to, *.zo.HJ e
to 1s.- 20 as IS 10 HI 2 0 25 S
10 19 20 25 S
10 15 20 2.S a to,a 20 aa a:
0..
0..
.JANUARY P'E* IIIUAAY MAIIICH A"flU L NAY JUNE
.JULY AUOU9T 8 E PT£M9ER OCTOBER N OVEMS(R D£CEMBCR NOTES :
1978
- l.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOC~ONS ARE SHOWN ON FIGURE 2.4-32.
CLINTON POWER STATION 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
- 4.
NO GROUND WATER LEVEL DATA WERE REPORTED FOR JANUARY OR DAILY PRECIPITATION - GROUP 2 FROM SEPTEMBER 15 THROUGH DECEMBER 31, 197B.
(SHEET 3 of 4)
..J
- E 724 722 720 718 716 714 7i2 z
Q 710 I-
~
..J
"'708 706 704 702 700
]
2.0 z
0
~
ii:
irl a::..
1.0 0.0 NOTES:
FEB R UA RY
,, 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
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE *RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, JULY 5 THROt:GM JULY 9, 1979.
- 4.
NO GROUND WATER LEVEL DATA WERE REPORTED FROM JANUARY THROUGH MARCH 12, 1979.
JULY 5
10 15 2 0 25 1979
- 5.
OFF-SCALE GROUND,/ATER LEVEL FOR PIEZOMETER :1W5-d C.,
JULY 5, 1979 IS 698. 7 FT.
OCTOB E R N OVEM B ER DEC EMBER' -
D £ CEM Bl:R 724 722 720 718 716 714
..J
- E 712 z
710 2
~
..J 708 "'
706 704 702 700 7.0
-~
ti 1.0
~
ii:
irl 0.0 it CLINTON POWER STATION UPDATED.. SAFE*TY ANALYSIS REPORT FIGURE 2.4-40 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 2 (SHEET 4 of 4)
JANUARY f'£BAUARY MARCH A"'IL 693 691 689 687 685 J
Hni-fTTT'
~ 683
~ 601 l!limi+/-t
~
..J
"" 679 677 675 673 671 669 MAIICH
""L NOTES:
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
AUGUST
- *E"IEM* IER JULY AUeUST PTIEM* l:11 1976 NOYt:Mat:*
Dt:C*Mat:*
to ** ao a*
693 691 689 687 685 iil
- E 683::
z 681 ~
..J 679 "'
on 675
- 673,
671 669 CLINT"ON POWER STATION UPDATED SAFETY ANALYSIS REf'Ol'IT FIGURE 2.4-41 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 3 (SHEET l of 42
P'E.altUARY MARC:H 6193 10 ** ao ** -
,; 10 ta zo as a
10 111 zo as 691 689 687 685 683 675 673 671 669 MARCH NOTES:
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
ONSITE PRECIPITATION DATA ARE NOT AVAILABLE FROM JULY 19 THROUGH AUGUST 9 OR FROM OCTOBER 19 THROUGH DECEMB(R 31, 1977.
~UI..Y 1977 AUGUST
- &PTUl* Ut 8,P~*?ii,;7 693 691 689 687 685 683 675 673 671 669 NOYltll* lt*
DSCIDII-OCTOel:11,----~-------------
CLINTON POWER STATION UPDATED SAFETY ANAL v.s1s REPORT FIGURE 2.4-41 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 3
{SHEET 2 of 4)
J 704 702 700 6.98 696
- E 694
+
z 0
692
~ 690 UJ J
UJ 688 686 684 682 680 c:
2.0 z
0
!;i 1.0 ii:
~
lE o.o FEBRUARY JUN(
JANUARY 10 ts 10 **
P'l:* RUAIIY MAIICH 9101SZOaS APIIIL
- 101*--
MAY to ts ao aa
.JUHi'.
101* *0**
JULY a101* aoa*
AUOUST 10 ts to 2s Sl:..,.CMB£A NOTES :
- l.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY l TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22.
- 4.
NO GROUND WATER LEVEL DATA WERE REPORTED FOR JANUARY OR FROM SEPTEMBER 15 THROUGH DECEMBER 31, 1978.
1978
- 5.
DASHED LINES ARE USED FOR TIME PERIODS WHERE DATA WERE NOT REPORTED.
- 6.
PIEZOMETER D-48 WAS FROZEN AND PIEZOMETER OW-1 WAS BURfED WITH SNOW ON FEBRUARY 20 AND MARCH 14, 1978.
- 7.
PIEZOMETER OW-1 WAS REPORTED DRY OR CLOGGED ON SEPTEMBER 14, 1978.
OC'fOBER 5
10 15 20 2!$
OCTOBER HS 20 25 N0VEM8ER OECEMB£R 5
10 1!! 20 2S 0£CEMBER 702 700 698 696 J
694 ::E
~
+
692 -
z 2
1-690 ;;
688 686 684 682 680 UJ J
UJ
- 2.0 :?
z 0
1.0 § ii:
iii 0.0 f CLINTON POWER STATIOl'<I UPDATED SAFETY 'ANALYSIS REPORT FIGURE 2.4-41 GROUNDl~ATER LEVELS AND DAILY PRECIPITATION - GROUP 3 (SHEET 3 of 4)
':1.,
i
~
~
~
w
..J w
706 704 702 700 698 696 694 692 690 688 686 684 682 j
2.0
~
j::
r!
a:
0 w f 1.0 0.0
.JANUARY ll'"EIIRUARY MARCH NOTES:
J.
PIEZOMETER INSTA[LATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, JULY 5 THROUGH JULY 9, 1979.
- 4.
NO GROUND WATER LEVEL DATA WERE REPORTED FROM JANUARY l THROUGH MARCH 12, 1979.
JUNI JULY AUGUST a&P'TID19ER 1979
- 5.
PIEZOMETER D-46 WAS REPORTED DESTROYED AS OF SEPTEMBER 6, 1979.
- 6.
DASHED LINES ARE USED FOR TIME PERIODS WHERE DATA WERE NOT REPORTED.
- 7.
PIEZOMETER OW-1 HAS BEEN REPORTED DRY OR CLOGGED IN 1979.
DECEMS"ER *
?S 10 HS 2:0 25 706 704 702 700 698 696
!£ 6~ :'£ z
0 692 !i w
..J w
690 688 686 684 682 2.0
.!i 1.0 z
0 fi...
ii:
0.0
~
CLINTON POWER STATION UPDATED SAFEtY ANALYSIS REPORT FIGURE 2.4-41 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 3
~HEET 4 of 4)
.IANUARY f"£* RUARY MARCM 8
10 18 20 ZS 640
~
!i 634 Jlf-'t:~'
~
"' 632 S--'iW 630 !ll5IHflli P'II.IIUAIIY MAIICH NOTES :
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2. 4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
JULY 1976 AUGUST 91["1:MB£R OCTOeltR HOVl:Meltlt occ11w*u1 9
10 111 20 211 AUOUff
.... n:w*1111 OCT0*1111 NOvcw*c11 DltCIIM***
640 638 -iil 636 i 634 ~
~
632 ;;!
630 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-42 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 4 (SHEET 1 of 4)
P'EBRUARY AMIL 640
_ 638
..J
- E i 636 z
Q 634 i':i
..J
"'632 630 NOTES:
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
AUGU* T 91lfll'TllMIIIER 1977
- 4. *PIEZOMETER E-3A BECAME INOPERATIVE AFTER THE MEASUREMENT TAKEN JULY 5, 1977.
OCTO* E" o*c.*M* IIR CLINTON POWER STATION
, UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-42 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 4 (SHEET 2 of 4 2 640 638...,.
i 636:
z 0
634 i=
~
..J 632 "'
630
..J
<I)
- E
+
z 74.4 742 740 738 736 734 732 O 730
~
j;J 728
-~
~ s a:
B H:
726 724 722 720 2.0 1.0 0.0 J~UARY NOTES :
P"URjJAAY
~M_ARC.H
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, JULY 5 THROUGH JULY 9, 1979.
NO GROUND WATER LEVEL DATA WERE REPORTED FROM JANUARY 1 THROUGH MARCH 12, 1979.
.JULY 81PT~MBER 1979
- 5.
DASHED LINES ARE USED FOR TIME PERIODS WHERE DATA WERE NOT RECORDED.
- 6.
OFF-SCALE GROUND WATER LEVELS FOR PIEZOMETER E-3A ON JULY 21 SEPTEMBER 6, AND OCTOBER 4, 1979, ARE 715.5 FT., 715.9 FT.,
AND 713.1 FT., RESPECTIVELY.
- 7.
PIEZOMETERS OW-3s AND OW-6s HAVE BEEN REPORTED AS DRY FROM JULY 5. 1979.
NOV E MBE R DECllMSU:I NOVEMBIR 744 742 740 n.'8 731 734
..J
<I)
- E 132 ;:
+
no i!i Ii "' "'
..J 728 "'
726 724 722 720 2.0 1.0 0.0
-~
~
.'! a: i CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS REPORT FIGURE 2. 4-42 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 4 (SHEET 3 of 4)
740 738 736 734 732 730
_J Cl)
- l! 2 728 z
0
~ 726
_J z
0 § ii:
~
724 722 720 718
'!'16 2.0 1,0 0.0 JUitUAAY' NOTES :
a 10 MARCH e
10 ts ao.te A"' I L
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TAB[E 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
8 10
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 1 TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22.
- 4.
NO GROUND WATER LEVEL DATA WERE REPORTED FOR JANUARY OR FROM SEPTEMBER 15 THROUGH DECEMBER 31, 1978.
a to 1s ao z*
JUN*
toteaoa*
JULY
~n AU.UST
- "ait***
- 5.
PIEZOMETER OW-3s WAS REPORTED DRY FEBRUARY 20 AND FROM JULY 26 THROUGH SEPTEMBER 14, 1978.
- 6.
PIEZOMETER OW-6s WAS REPORTED DRY FEBRUARY 20, MARCH 14, AND FROM JUNE 28 THROUGH SEPTEMBER 14, 1978.
- 7.
PIEZOMETER E-3A IS MALFUNCTIONING.
OCT08 £ R 0 1.CCM*Ut 7110 738 736 734 732 730 Cl)
- l!
728 "z
z 0
726
~
722 720 718 716
..J 2.0 c
1.0 0.0 CLINTON POWER STATION UPDATED SAF"ETY ANALYSIS REPOl'IT FIGURE 2.4-42 GROUNDWATER LEVELS;AND DAILY PRECIPITATION - GROUP 4 (SHEET 4 of 4 l z
0 ;::
j:!
ii: u Q:
Q.
.J 7 32 730 728 1*
726 722
.JANUAftY 10 t* ao a, 118 f.
~:~:<'.:::'* 1*
'-"'. P~:P-!'1=f"i::J~CL:'* ::':TT\\ ~' t:*i 7 16 71 2 i t.0 z
0 § I 0 ii: 8
!f 0.0 NOTES :
- 1.
PJEZOMETER INSTALLATION OATA ARE LISTED IN TABLE 2. 4-31.
- 2.
PJEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
OAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSJTE RAIN GAUGE.
1976 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-43 GROUNDIIATER LEVELS AND DAILY PRECIPITATION - GROUP 5 (SHEET l of 4) 732 730 72 8 726 7 2 4 122 d 2
?ZO ~
9 718 ~
716 7 14 710 708 2.0
~
z 0
1.0 s ii: u 0.0 ll:
.JANUARY 732 _0_10 ** ao as 730 728 726 J
722
~
..! 720 z
0 s
> 718
.J 716 714 712 710 708 NOTES:
ANIL l.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINtD FROM AN ONSITE RAIN GAUGE.
ONSITE PRECIPITATION DATA ARE NOT AVAILABLE FROM JULY 19 THROUGH AUGUST 9 OR FROM OCTOBER 19 THROUGH DECEMBER 31, 1977..
JUNI SE"t:Mau, OCTOee:1111 DRCCM* *IIII 10,. 20...
732 730 728 726 724 722J 2,
120: -z Q
718 !;;:
716 714 712 710 708 CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-43 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 5 (SHEET 2 of 4)
.J
734 732 730 728 726
.;l 724
- E
+
722 z
0
~ 720
..J 718 716 714 712 710 C
2.Q
~
fi 1.0
... a: u f 0.0 FEeRUARY FEBR U ARY' NOTES:
- l.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY l TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22.
- 4.
NO GROUND WATER LEVEL DATA WERE REPORTED FOR JANUARY OR FROM SEPTEMBER 15 THROUGH DECEMBER 31, 1978.
JUNE 5
10 t~ 20 2 ~
JU N E 9
lO HI 2-0 ze JULY 1978 AUGU ST OCTOllER
$1:f"TEMBER HOVEM llt:R 734 732 730 728 726 724
..1 V,
- E 722 +/-_
z 0
720
~
718 716 714 712
..J 2.0 c:
1.0 0.0 CLINTON POWER STATION UPDATED SAF"ETY ANALYSIS REPORT FIGURE 2.4-43 GROUNDIJATER LEVELS AND DAILY PRECIPITATION - GROUP 5 (SHEET 3 of 4) z 0 ;::
~
a:
~
8:
734 732 730 728 726
- 724 U)
- e
~ 722 z
0 j:: 720
~
J
"' 718 716 7.14 712 710
~ 2.0 z
0
~ 1.0
... a: u ! 0.0 JANUARY F£BAUARY MARCH NOTES:
- 1.
PIEZOMETER INSTALLATION DATA ARE LI STED IN TABLE 2.4-31.
- 2.
PIEZDMETER LOCATIONS ARE SHOWN ON FIGURE 2.4-32.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, JULY 5 THROUGH JULY 9, 1979.
- 4.
NO GROUND WATER LEVEL DATA WERE REPORTED FROM JANUARY 1 THROUGH MARCH 12, 1979.
JUNE JULY 1979 AUOU*T Bt:PTEMBER OCTOBER NOVEMBtEII 711 726 J
U)
- e 722;:
.t z
720 2... '
J 1_,, "'
716 714 712 710 2.0
- ~
-~
1.0 § a:
0.0 ~
NOVEMBER CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-43 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 5 (SHEET 4 of 4 2 11,
~~:H'.~}:ii,.
- So
- ~/
- ;,~¥f;t::c j c::
,?
.**:t,'*,'*'. -~)t* ~~-t\\J I :~,. t,,
-~-
~
I
~
- -11111**
- -*-n*-
5!,i5u :..-
I
~-
I CLINTON POWER STATION UPDATED SAF"ETY ANALYSIS REPORT FIGURE 2.4-44
\\ i SPRINGS IN THE VICINITY OF THE SITE
~
-~-
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 WELLS WITHIN 15 MILES OF SITE
2 1N 20 2E I 3E 0
C!:.?
0
= r'
.. :S~<°"t-
- Cf? ! Q~
(.., I?
- \\*2:,
'* b o
}
,~,-
r,,>
Q
,. S"*--P
(.r---~'
I 159 28 T L ~; lJ 1,.,.E iol,*Y ~"'.,,;
~
I"'
., --A:--,-.-~-*-, ** ; i;.: i,-J'L~
158 I
- 68 6~,.,,
I 1
o,
,, ---*~* -- -*** -r-
.341
.F - -
.1*
w
,,. - *-*1- -ll
- +--* -
- .,.,..---~ --~
i I
1 r...... - -r~---~ ~* ~r
- 1**
I I~
15 J,-;~
-~
1;118 I
Q - ~
r11 : o"**
An.,..-,._ ~
- ,..,~. _,
~l.. I~
ol
- j.
19 c)J 0 81 1
A I
i",
J69 I
~,,,.
20 I,*
- 054 0
[
! 1~ 01a 9 o f:;i I
,.~__,__,__ _ _ j~
'-----_.,..-1 J~
__,.........- a~t;;~
-ft-
~ _....,,:r.*
I
~
~:
.:_ ~!;rf l,' =ofa, DI y
48
- 63
.. r
- - --,;a-
)I '.'f L
~
I I -:.~ - ~-,....
I*
-f:;;:-
1 __ ~ _ o_ lts
,1 LtJ.11 *,1\\11 S, :h 2 1N
~
-N-
~
LEGEND 63 WATER WELL LOCATION NUMBER REFERS TO TABULATION IN TABLE 2.4-35 PRIVATE WATER WELL (LOCATION KNOWN, DATA NOT AVAILABLE)
NOTES
- 1.
THE SURVEY OF WATER WELLS WAS CONDUCTED BY DAMES &
MOORE FOR THE PSAR AND REVISED BY SARGENT &
LUNDY FOR THE FSAR
- 2. BASE MAP MODIFIED FROM USGS, 15' SERIES TOPOGRAPHIC MAPS :
MAROA, ILLINOIS, 1957, AND MONTICELLO, ILLINOIS, 1937 I
O 2
SCALE IN MILES CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-46 WATER WELLS WITHIN 5 MILES OF SITE
NOTES:
SI NGL,E-LEVE.L OBSERVATION WELL 1=====1-.-.----- PVC CAP (VENTED)
GROUND SURFACE
~-;:::;~:;;;~CONCRETE APRON(2-FOOT DIAMETER, 6-INCH THICKNESS)
~
.... 'i'-~~-r--GROUT SEAL(8-FOOT LENGTH)
~~:;s;;,~~..... TEMPORARY CASING, IF USED (4-INCH DIAMETER)
P':{C WELL POINT (2-INCH DIAMETER, 3-FOOT LENGTH)
- l.
NOT DRAWN TO SCALE.
- 2.
LOCATIONS OF OW-SERIES PIEZOMETERS SHOWN ON FIGURE 2.4-32 AND 2.5-272.
CLINTON POWER STATION 4PDATED SAFETY ANALYSIS REPORT FIGURE 2.4-47 TYPICAL INSTALLATION DETAILS FOR OW-SERIES PIEZOMETERS
J en
- E z
666 664 662 660 658 656 654 2
652
~
w J w 650 c
z 0 § a:
0 648 646 644 642 2.0 1.0 1/J a:
Q..
0.0 FEBRUARY MARCH APR IL JANUARY l'S* RUAlllY MARCH MAY NOTtJ.
- l.
PIE ZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS 'ARE SHOWN ON FIGURES 2.4-32 AND 2.5-272.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JULY 18 TO AUGUST 10, AND OCTOBER 16 TO DECEMBER 31, 1977.
JUHi:
AUQUaT 1977 OCTOBER
- l~t:MBER NOVEM BER Dl!:Cl:MBER
!5 tO
- f5 20 215 DECEMaEII 666 664 662 660 658 656 J
en
- E 654 i z
652 O
~
1/J 650 i;l.
648 646 644 642 2.0
~
~
1.0 j!
a:
iii 0.0*.1 f CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-48 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 6 (SHEET l of 3)
JANU ARY FEBRv... R Y MARCH APAIL MAY J UN E JULY A UGUST
&Ei-TEMBEA O CTO* l:R HOVS.M* lt" 01!.CEM a.. ~
666
- ~ ** ** **
664 662 660 658 656
~
filil~F5tEE J
~
~
- E 654 654
- E
~
liffi;~:it~i z
~~~~
z
~ 652 rn_;;:µ;::;~W,:;;
652 ~
~
i W
-~Hm-ffi~!tHffili1 W
J llfil!~W~lliE§:lli J
"' 650 t!lttlitt!ttit!E 650 "'
648 wm11
~~§t'fflfi~
mr!fffllfillffill it!EIS!lml~
648 646 644 1111111 i'fl~~lffil llllllllilllllllllllll 644 642
===I 642 1
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
z z
0 11111111111111111111111111111111111 11111111111111111111111111111
°
!i IH!!!!Em!!!!E'lrtt!mllffilE8ll'll+/-tmtl!ttt!l I O ti
~
~
~
lmll!llMll!ll+ll+ll!ll+l#~ll!llMll!llll!llfflli ill:ll:l!l:!l:HfBtH!llitl:l:H:t+/-ltffil!l:!lffi!:l!l:!lltiH!litllEEEhFtt+Btlffi!H:H:i+/-l:H:H!l!l:!lcl:iflli:ll!l:!l:IHHI
~
~
lfflll!llfflil!ffifflill!llfflllll!llfflllfflilfflilffllfflll tlll!ffllffllllffll'1Jfflllll!lllffllffli[jjj :. "::* ::::::: :~m:fifillill!llffiillfilll~l!ljfflltltilffi!l 111111111!111111111111111
~
~
~
P'l:a111u.... Y AHIIL NAT JUHi:
JUl..'Y' 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.
662 656
(/)
654
- E z
0
~
_J
.!i 2.0 z
0 ;::
i:
a:
irl a:
1.0 0.0
.JA!"HJ A.A'/'
F"E8RUARY MARCH APR!L MAY JUNE S£PTEMllER 5
10 15 20 25 8
10 15 20 29 l5 10 UI 2.C 29 5
,o 15 20 25 5
10 15 20 25 15 20 25
,jANUAIIY
,-1:allUAlltY NOTES:
=4~
MAIIC.H 3.79 e
10 us 20 a:s A~RIL l.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
IOAY
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURES 2.4-32 AND 2.5-272.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM. AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 AND 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APRIL 2, JULY 5 THROUGH JULY 9, 1979.
- 4.
THE OPERATION OF PIEZOMETERS OW-18, OW-19, AND OW-20 WAS BEGUN ON AUGUST 9, 1979.
a 10 '" 20 **
JUNI:
e101ea.o.1*
.JULY
!979 e101waoa*
AUGUST 10 15 20 ze e&l"Tl:M* n
- 5.
DASHED LINE SHOWS GROUND WATER LEVEL FOR PIEZOMETER OW-10.
oc,*oeE'i:t
!5 10 15 20.25 NO\\/EMBl!R 20 25 20 25 NOVEMBER DECEMBER 20 25 0
10 DEC£M8ER 656 654 652 650 648 646 644 642 2.0 1.0 0.0 CLINTON POWER. STATION UPDATED SAFETY ANf\\LYSIS REPORT FIGURE 2.4-48 GROUNDHATER LEVELS AND DAILY PRECIPITATION - GROUP 6 (SHEET 3 of 3)
(/)
- E
~
z 0
~
_J UJ
.si y
z 0 ;::
i:
a:
~
M,AY 666 664 660 658 J
- I, 1 654 z
1~;::1:::ac1F:::a
§ 65::: !:];_:f.:]f~.M.ffi:J::::J:;.lf_::J:2ErJ.2J
~
__J.., 650 648 646 644 642
.!i 2.0 z
0
§ LO ii: i 0.0 9
10 115 20 25 JANUAll"I' N_OTES:
e I <:\\
19 20 19
,-ll* RUAftY 10 15 20 2s MARCH 9
10 H5
- ZO 25 A~RIL
- 1.
PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
G 10 15 20 25 MA<
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURES 2.4-32 AND 2.5-272.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITPTION DATA ARE UNAVAILABLE FOR JULY 18 TO AUGUST 1~ AND OCTOBER 16 TO DECEMBER 31, 1977.
JUNE J U NE JULY p
10 1e.ao 2*
JULY 1977 a 10 t* 20 1.*
AUGUST 8
10 115 20 29 91"£MBER NOVEMBER DECEM* ER 10 1& 20 ze:
666 664 662 660 658 656
__J.,
654
- i;
~
z p52 2 i
__J 650 w 648
,64,6 644 642 2.0
~
~
t:O
~
a:
~
0.0
- 4.
OCTcnt&:R r-,---===---------~--
5 10 l!S 20 215 NOYIIM* EII s
to ta 20 **
01:CllM* IR CLINTON POWER STATION UPDATED SAF'ETY ANALYSIS. REPORT FIGURE 2.4-"49 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 7 (SHEET 1 of 3)
666 664 662 en 654
- E z
652 0 ;::
650
..J C
2:0 z
0 1.0
~
a: u
- 1 qo
- a.
.J!I.NUAR:Y FEBRUARY APRI L S
iO 1~ 20 25
,.::;;;.~:.. ;i<--!:-
JANUARY MAY NOTES :
- l. PIEZOMETER INSTALLATION DATA ARE LISTED IN TABLE 2.4-31.
- 2.
PIEZOMETER LOCATIONS ARE SHOWN ON FIGURES 2.4-32 AND 2.5-272.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY l TO JANUARY 27, FEBRUARY 6 TO FEBRUARY 15, MARCH 22 TO MARCH 31, APRIL 6 TO APRIL 26, AND AUGUST 17 TO AUGUST 22.
- 4.
NO GROUND WATER LEVEL DATA WERE RECORDED FROM SEPTEMBER 14 THROUGH DECEMBER 31, 1978.
JIJLY 5
10 15 20 2:5
- -=-*1 JUNa JULY
- IPTEM B ER 1978 PIEZOMETER OW-16 WAS FROZEN ON JANUARY 23, 1978.
OC TOBER 20 25 NOVEMBER
!S 10 1~ 20 2!5 D l!CEMB£,.- -.
9 10 15 20 2 5 656 654 650 648 646 644 642 2.0 t.e o.o CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT FIGURE 2.4-49 GROUNDWATER LEVELS AND DAILY PRECIPITATION - GROUP 7 JS1i~EL2_of JJ en
- E 1
z 0 ;::
..J I
z 0
ti I-a: u a::
- a.
.JANUARY F"EBRUARY MARCH APR IL MAY JUN E JU:..Y AUG U ST SEPTE'MaER OC:TOBl'.R HOVEMIIUt O~C EMIU!Jt 666 664 662 660 658 658 656 656 U)
U)
- e
- e
- 1 654 654 1 z
z 0
652 652 0
~
~
"' 650 650 648 648 646 646 644 644 642 642 C
~
z z
0 0
~
I-
~
a:
a:
u u
0:
0:
P'S* IIUA'""
ANtlL
- AY JUNE JULY 0..
NOTES:
1979
- l.
PIEZOMETER INSTALLATION DATA ARE LI STED IN TABLE 2.4-31.
CLINTON POWER STATION
- 2.
PIEZOMETER 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 2.4-49 GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JAf-11,JARY 30 ANO 31, MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH A*PRIL 2, GROUNDWATER LEVELS AND JULY 5 THROUGH JULY 9, 1979.
DAILY PRECIPITATION - GROUP 7
- 4.
NO GROUND WATER LEVEL DATA WERE REPORT-ED FROM ~ANUARY 1 (SHEET 3 of 3)
THROUGH MARCH 12, 1979.
gj 654
~
~ i
..J...
~
z 0
~
- i 2.0 1.0 0.0 JANUARY F~BRU A.RY
.IANUMY P'S.RUAtlY MAIICH A'1tll.
NOTES:
- 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.
- 3.
DAILY PRECIPITATION DATA ARE OBTAINED FROM AN ONSITE RAIN GAUGE.
PRECIPITATION DATA ARE UNAVAILABLE FOR JANUARY 30 AND 31., MARCH 2 THROUGH MARCH 9, MARCH 29 THROUGH APR! L 2, JULY 5 THROUGH JULY 9, 1979.
- 4.
THE OPERATION OF PIEZOMETERS OW-18, OW-19, AND OW-20 WAS BEGUN ON AUGUST 9, 1979.
JUN£ J ULY AUGUff aC:,.,.£MIHR OCTOBER 1979 NOVEMS_ER 666 664 16Z 660 651 656 654 652 1A
- I!
z 0 5 650 j...
648 641 644 642 2.0 1.0 0.0 DECEMBER CLINTON POWER STATION k UPDATED SAF"ETY ANAtiYSIS REPORT FIGURE 2.4-50 GROUND~ATER LEVELS AND DAILY PRECIPITATION - GROUP 8
-+-4 z
0 5
~
ij if
NORTH I WEST NORTH ABUTMENT~
SEE ENLARGED PLAN SUBMERGED DAM
___.BAFFLE-
~
. DIKE SOUTH ABUTMENT SEE ENLARGEDPLAN~
_.J EAST ULTIMATE HEAT SINK STEEL STAKE-ERODED AREA 1 ~ )
I ERODED AREA WATER LINE!
NORTH ABUTMENT PLAN VIEW I
EXPANDED METAL MESH ' FORM MATERIAL C.
SCREENHO.USE
~~ --'-- HAND EXCAVATED TRENCHTO FORM CUT OFF WALL SOUTH!
EAST WEST ER OD ED A REA--..,s:f>c6-----------,,--L-.-
WA TE Rf LINE.
SOUTH ABUTMENT PLAN VIEW PROPOSED FIX FOR ABUTMENT EROSION CLltHO N POWER STATION
'- UPDATED SAFETY ANAI.YSIS REPORT Figure 2. 4-5 f I (0 & R 240.5)
REPAIR OF UHS A~UTMENTS
700 695 690 685 680 700 695 690 685 680 3
HEAT SINK SLOPE ii
~--O.H.W.EL.692-0 O.L.W.EL.689 1-0 11 NORMAL POOL EL.69d*7
~--
HEAT SINK SLOPE
--F------
8 ELOW NORMAL POOL__/
I I -------
5 TYPICAL EXISTING CONDITION SECTION 3
0 10.
20 I 1* 1---1 SCALE: Ii!; 1 1-0° *.
. 2 1-0 11 ANCHOR TRENCH BACKFILLED AFTER INSTALLATION
, 1-------....
5 TYPICAL PROPOSED REVETMENT MAT SECTION 0
10 I
1 SCALE! 1 1= 10 1-0 11 20 I
CLINTON POWER STATION UPDATED SAFETY ANALYSIS REPORT
_ Figure 2. 4-52 l (Q & R 240.5)
- REVETMENT MAPI SOUTH OF SCREENHOUSE (SHEET l of 2)
110' 238 1
-~
-~, -0 ro C\\I SCREENHOUSE C
~o
,.. r
-i -
U) 111 z 0
0 -I C:
,-.., 1-rj IV, ~~.0ci; (I> Q O <i:?->~ ~z rri ti
,, -I :,:l (0 111
- s::
-i -0
~rriNN -<O
::Z +'-*
c:.
- 0-10.i:--
- p<
rTT I
r'l1 rri ::s:: u, u, z ::0
- Z::i::,,._.,N
- P
- c ""O r
0 CJ)
~
!!! -t rn en l>
- 0 -t 111
,, 0 Oz
- D...
aoo' PROPOSED REVETMENT MAT
......:r~..:::_::....:::::..:_ --=------=-
O.H.W. EL. 692'...o" O.L.W. EL.689 1-0 11 EXISTING SHORLINE NORMAL POOL EL.6~0~-o" TOE OF SLOPE 668 1-0 11 CLINTON LAKE
¥ PLAN 0 40 80 120 240
~ 11 I
SCALE: 1 11 =120°-0 11 NOTES: I. SLOPES SHALL BE SHAPED TO AN APPROXIMATE 3 TO I SLOPE USING COMMON CONSTRUCTION EQUIPMENT (DOZER 8 FRONT ENDLOADER) 2.APPROXIMATELY 330 CU. YDS.
SANDCEMENT MORTER WILL BE USED IN ALL REVETMENT WORK.
- 3. DATUM IS N.G.V.D. of 1929
- 4. PURPOSE IS TO ELIMINATE SOIL EROSION AND PROVIDE SURFACE FOR WAVE ACTION
i I
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