RS-12-221, Braidwood, Units 1 and 2, Updated Final Safety Analysis Report, Revision 14, Chapter 2.0 - Site Characteristics, Figure 2.1-1 Through Figure 2.4-51

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Braidwood, Units 1 and 2, Updated Final Safety Analysis Report, Revision 14, Chapter 2.0 - Site Characteristics, Figure 2.1-1 Through Figure 2.4-51
ML13004A045
Person / Time
Site: Braidwood  Constellation icon.png
Issue date: 12/14/2012
From:
Exelon Generation Co
To:
Office of Nuclear Reactor Regulation, Office of Nuclear Material Safety and Safeguards
References
RS-12-221
Download: ML13004A045 (122)
v • d • e


Text

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11/",n I I I WIS.BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-1 LOCATION OF THE SITE WITHIN THE STATE OF ILLINOIS o123 SCALE IN MILES BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-2 SITE WITH RESPECT TO KANKAKEE RIVER AND COUNlY BOUNDARIES

't , ,*I IlAOJII£AT, UII(suo f".u.QIIl[S"\-\,__._......._fl1.lOUlES ---'--00*00 100-00 10*00.o'00"'00 I",,"00 GRAI'HIC Sc.a.u: UPDATED STATION ETY ANALYSIS REPORT FIGURE 2.1-3 SITE BOUNDARY AND COOLING LAKE

100 200 300FEET III SCALI!REVISION 7 DECEMBER 1998

--..@BRAIDWOOD STATION UPDATED FINAl.SAFETY ANALYSIS REPORT FIGURE 2.1-4 LOCATION AND ORIENTATION OF PRINCIPLE PlANT STRUCTURES 189 MINIMUM EXCLUSION BOUNDARY oesT AHCE SECTOR (FEET)N ZOOO"""E 2075 ,AllO 2100'075.000'000 1875 1025 ZOllO'750'700 16!lO 11525 ENE RaEASE f'OlHT FOR GASEOUS EFFLUENTIj tS....T CENTER OF CJRCt..E SE SSE S SSW SW WSW-I ,' BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT FIGURE 2.1-5 EXCLUSION AREA GASEOUS RELEASE POINT ORIENTATION AND MINIMUM EXClUSION BOUNDARY DISTANCE ...<<<LEGEND: to-Z<<III ri++++RAILROADS 0 CO...0...INTERSTATES

)z C!I:::;8u.s.HIGHWA YS e STATE HIGHWAYS 1650 1971 AVERAGE DAILY TRAFFIC VOLUME*CITIES IA VILLAGES BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT AGURE2.1-6 TRANSPORTATION NETWORKS WI1HIN 5 MIlES OF THE SITE N o I 2 I<4 6l,.UbES s e a 10 8 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-7 SECTOR DESIGNATIONS FROM 0 TO 10 MILES w N*>-:z.o'u:*>-: C'z::::::l'0::: (..!): EILEEN i CARBON HILL (569)----0.:___(406)*." DIAMOND ,_/,'70)COAL CITV g IBRAIDWOOD (3028): (3429)*o GODLEVi (373):1 IIJI: SITE*.*********.

o*GARDNER: (1322): o****>-: 1-. 8:..>: c*z:::::l 0 ex:*****s o:2 4 a 8 10 I!!!!!!!!!!iii E()IN0I CATES1 980 C ENSUS POP U LA T ION BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-8 CITIES AND VILLAGES WITHIN 10 MilES OF THE SITE II 1f MII.ES BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-9 SECTOR DESIGNATIONS WITHIN 50 MILES OSDDOl OQBlOmOOO 100010001000 I flET BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-10 PUBLIC FACIlITIES WITHIN THE lOW POPULATION ZONE LANSING E 50 MILE ADDISON"lAPERV1LLE .......................

I..........................

i ElMHURS*L iWHEATON**51' .., NE1 AURORA I!iI: DU PAGE COUNTY GROVE DE KALB ..: COUNTY l L........ ...(:.:::>, CALUMET i:;: OAKI!i..;.....;,;....', CITY******************************

                • LAWN..J!':**: KENDALL:: COOK t:::"iil!COUNTY i i COUNY.HARVEYEAST CHICAGO'1 TIN'CE'y'"!iiIr£liE 1 JOLIET PARK iCHICAGOgHTS HAMi.1m HIGHLAND t**..;OAK:,..:i CITY:*FOREST PARK:;LA SALLE l WILL COUNTY FORRESTLAKE
1..

1 COUNTY..'":: w c mITE: KANKAKEE z g -'"**, f..J****c*..********** '" w'" I.**..**""""'-----::::.:.: H _",e(...........

LIVINGST0N 0:;0 COUNTYz0:::;::-c i fi: 8 IROQUOISI COUNTy g s o 1 10 I 20 , MILES 30 I 40 I 50 I BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE2.1-11 POPULATION CENTERS WITHIN 50 MILES OF THE SITE NORTH SECTOR LEGEND: Cumulative Population:="""'"""'"""c=at 500 persons per!}quare mllf)="""'=....,=

at 1000 per80ne per squIre mile**In 1990In 2020 Distance from Site v Mlleo BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12.1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 1 OF 16) 10 7 10'10 1 Ie.S!10"-..';a.o 0.-..'S.10 3 E:J U 10 2 NORTH-NORTHEAST SECTOR lEGEND: Cumulative Population: ="""'""....," at 500 persons per square mile"""".....""'""""'at 1 000 prmsons per squire mile**In 1990....In 2020 Distance from Site g Miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY Wrn*IIN 50 MILES OF THE SITE (SHEET 2 OF 16) NORTHEAST SECTOR LEGEND: CUMulative Population: ==""""" a.....a.......at 500 persons per square mile=<=""""....,"""" at 1000 persons per square mll@**In 1990.....In 2020 Distance from Site, Milito BRAIDWOOD STATION UPDATED fiNAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MilES OF THE SITE (SHEET 3 OF 16) EASTmNORTHEAST SECTOR LEGEND: Cumulative Population: =a==..""'" a""" at 500 persons per squar@mile=""""""""..-<=>ot 1000 peraon8 per aquare mile..*In 1990.....In 2020 Distance from Site v Miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY Wlnil'" 50 MILES OF THE SITE (SHEET 4 OF 16) EAST SECTOR LEGEND: Cumulative Population: =D=..<=a"""" at 500 persons per squire mile......====at 1000 persons per square mile iii III In 1990...In 2020 Distance from Site;Miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 5 OF 16)

LEGEND: Cumulative Population: ==..""" at 500 peroOflO per square mile=""""=at 1000 per8ofl9 per square mile**In 1990*'&.In 2020 Distance'rom Site, Miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 6 OF 16) 10 3 10 2 SOUTHEAST SECTOR LEGEND: CUMulative c=a=a=a=at 500 ptmlons per oquarmll0=====at 1000 persons per aquar@mll@a 8 In 1990..In 2020 Distance from Site, Miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORl FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 7 OF 16) SOUTH..SOUTHEAST SECTOR LEGEND: Cumulative Population: =>,,""'" Q<=Q""" at 500 persons per aquare mile=""'"""'"=>==at 1000 peraon8 per aquare mile II II In 1990 A-.'n 2020 Distance from Site, Miles BRAIDWOOD STATION UPDATED fiNAL SAfETY ANAL VSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 8 OF 16)

  • v SOUTH SECTOR EGEND: Cumulative Population:

=>.."""" a=:>a=at 500 persons per@quare mile=-====ot 1000 persons per square mile....In 1990 A*In 2020 Distance from Slle g Mlle8 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MilES OF THE SITE (SHEET 9 OF 16) lEGEND: Cumulative Population: =D==D=:>D"'" at 500 pef80na per square mile=====at 1000 por80n8 per equere mllra (I..In 1990.&aln 2020 10 8 10'SOUTHaSOUTHWEST SECTOR 10 S 10 S Distance from Sileo Miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 10 OF 16) SOUTHWEST SECTOR LEGEND: Cumulative Population: =0""'" 0==0<=at 500 persons per square mile====0"'"'"=at 1000 persons per aquar" mll@**In 1990*.'1'12020 Distance from Site, Miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORl FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 11 OF 16)

AlEGEND:Cumulative Population: =m=""""""""'" at 500 persons per oqulre mile 0=""'"""'""""'.....at 1000 pOf9cnui per square mile**In 1990...In 2020 Distance from Site, Miles BRAIDWOOD STATION UPDATED fiNAL SAFETY ANALYSIS REPORl FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 12 OF 18) WESTSECTOA LEGEND: Cumulative Population: ="="="""'" at 500 pefl@1'i9 oquare mile==>==""""=>c=at 1000 persons per aquar.mll@**In 1990..a In 2020 Distance from SiteD MIlOI BRAIDWOOD STATION UPDATED fiNAL SAFETY ANAL VSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 13 OF 16) LEGEND: Cumulative Population: =D=D=D==at 500 persons per square mile=="""'==at 100(1)86'90"9 per square mllQ II*h'i 1990..-..In 2020 10 2 10 3 10 8 10*10 7 WEST..NORTHWEST SECTOR Distance from Site, Mlle8 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 14 OF 16) 10 7 NORTHWEST SECTOR lEGEND: Cumulative Population:="="=,,<=at 500 pers@ns per 8QYlU'fI0==""'"===at 1000 pero@n8 per oquare....!n 1990* 2020 Distance from Slt@, Miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE sITe (SHEET 15 OF 16) NORTH.,NORTHWEST SECTOR lEGEND: Cumulative Populatlcm: ="="="=al!;OO pero@ns per square mlh1t=:><==<=>=at'1000 pOr801U)per equore mile..*hi 1990 Ai.," 2020 Distanee'rom Site, Miles BRAIDWOOD STATION UPDATED FINAl.$AFETY ANAl.YSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 16 OF 16) o LEGEND*CITIES&VILLAGES 1-AIRPORT 5 SCALE BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.2-1 AIRPORTS AND LOW ALTITUDE FEDERAL AIRWAYS WITHIN 10 MILES OF THE SITE SCALE o LEGEND_00_AMOCO (CRUDE OIL)Glillil0QOO ARCO (CRUDe OIL)_e-e-ARCO (REFINED PRODUCTS)----MIDWESTERN GAS TRANSMISSION CO.(NATURAL GASl GAS)FIGURE 2.2-2 PIPELINES WITHIN 5 MILES OF THE SITE BRAIDWOOD STATION UPDATED fINAL SAFETY ANALYSIS REPORT""""'".,.---TEXACO<ITIES SERVICE PIPELINE CO.(CRUDE OIL)---NA TURAl GAS PIPELINE CO.OF AMERICA (N ATURAL**NORTHERN ILLINOIS GAS CO.(N A T U R A L GAS)***NORTHERN ILLINOIS GAS CO.(REF INE0 PRODUCT S) CRAWFORD,;o 2 2 KANE MNDAll 7 3 DE KALB"0',tMcHENRY gl 4 JHFERSON LA SALLE 2 9 RUND 3 LEE 6 6 8'FAymE 2 BUREAU 5 LIVINGSTON 5__-;'---.1 WAYNE...----1 CLAY MARION 2---..,..... 2 tI B" JO DAVIESS STEPHENSON WINNE BAG335 Scale of Miles o 20 40 60 80 100 i=W!!!!i:,j ==i=1=:===!'====::i:'

==:=t:'==:::::::::li NO.OF TORNADOES PER COUNTY (1916-1969) 54 YEAR PERIOD BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-1 NUMBER OF TORNADOES ORIGINATING IN EACH COUNTY IN THE STATE OF ILLINOIS, 1916-1969 WNW W-WSW NW sw NNW N I 10.34$NNE NE 10%ENE lESE are 8°.28 0 3.010 C ALM 1.50

__*,.4....., 1.51->1 3.0 MPS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-2 ANNUAL WIND ROSE 3O*FOOT lEVEL BRAIDWOOD SITE* WNW N I NNW wsw NNE-E ESE SE SSE 11.04 S 0.28 0 3.01-8 15 7.0 CALM*C*** >7 3.0 FlAPS BRAIDWOOD STATION UPDATED fiNAL SAFETY ANAL VSIS REPORT fiGURE 2.3-3 JANUARY WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976) NNW NW WNW 10.84w-0.28-3.01-a 1.5<<__*V>1 3.0 MPS N I NNE-IE lESE SSIE BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2:34 FEBRUARY WIND ROSE ao-FOOT LEVEL BRAIDWOOD SITE (1974-19101 i\l I NNW WNWw-sw ssw 11.51 S 0.20-3.01-8 1.5 1.0 AlM*<<"I'A****1.51-:>., 3.0 MPS NNE NIE-Ie ESE SSE BRAIDWOOD STA nON UPDATED FINAL SAFETY ANALYSIS REPOFIT FIGURE 2.3-5 MARCH WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976) NNW NW WNWw-SSW N I SSE-IE ESE 0.26-3.01-8 1.5 7.0 ALM<<tI****1.51-:::;;.., 3.0 MPS BRAIDWOOD STATION UPDATED fiNAL SAFETY ANAL'(SIS REPORT FIGURE.2.3-6 APRil WIND levEL BRAIDWOOD SITE (1974-1976) WNWw-ssw 0.26-3.01 a 8 1.5 7.0ALM<< L51-:>('3.0 MPS N I-IE t S BRAIDWOOD STATION UPDATED FINAL SAFETY ANAL VSIS REPORT FIGURE 2.$-7.MAY WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE.(1974-1976) WNWw-NW NNW N I 10.09 I S NNE SSE-*f ESE 0.28-3.01-1.50..O....1.51-:>'1 3.0 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-8 JUNE WINO ROSE 30-FooT LEVEL BRAIDWOOD SI:rE (1974-'i976) NNW NW WNWw-wsw 11.31 SSW N I I S sse-IE 0.26a 3.01-8 1.50 7.0 CALM (

    • 1.51-:>1 3.0 MPS BRAIDWOOD STATION UPDATED FINAL SAFETY ANAL'(SIS REPORT FIGURE 2.3-9 JUl V WIND ROSE 30-FOOT lEVEL BRAIDWOOD SITE (1974-1976)

NNW NW WNW'1'1-wsw 0.26-3.01-8 1.50 1.0 CALM<< 1.51->1 3.0 MPS N I I S NNE-lE SSE BRAIDWOOD STATION UPDA TED fiNAL SAfETY ANALYSIS REPORT FIGURE 2.3*10 AUGUST WIND ROSE 30-FooT LEVEL BRAIDWOOD SITE (1974-1976) N I NNW NW WNW w-wsw ssw 10.39 S 0.26 0 3.01-8 1.50.1.0 CALM<<'....JIJ)...__1.5 to:>., 3.0 flAPS-E ESE SSE BRAIDWOOD Sf ATION UPDATED fiNAL SAFETY ANALYSIS REPORT FIGURE 2.3-11 SEPTEMBER WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976) NNW NW WNW w-wsw sw 0.28-3.01-9 1.50 1.0 CALM<<-PM

>7 3.0 flAPS N I NNE-IE SE SSlE BRAIDWOOD STATION UPDATED fiNAL SAfETY ANAL VSIS REPORT FIGURE 2.3-12 OCTOBER WIND ROSE 3O-FOOT LEVEL BRAIDWQOO SITE (<j914-191S)

NNW WNW w-wsw sw 15.91 SSW 0.26-8 AlM1.50<<

    • 1.51->1 3.0 MPS N I-IE leSE SE BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-13 NOVEMBER WIND ROSE 3G-FOOT LEVEL BRAIDWOOD SITE (1974-1976)

WNW w-wsw NW Sw NNW ssw N , 10.051 S NNE\\lIE-E leSE SIE SSE 0.26-3.01-8 1.50 7.0 CALM I 1.51->7 3.0 flAPS BRAIDWOOD STATION UPDATED fiNAL SAFETY ANALYSIS REPORT FIGURE 2.3-14 DECEMBER WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (197&H976) -IE leSE SIE ME SSE NNE N I NNW 10.21 SSW I S NW sw W-WNW wsw 0.28-3.01-8 1*50 7.0 CA LMI'..lII!.I....1.51->7 3.0 BRAIDWOOD STATION UPDATED FINAL SAFETY ANAL VSIS REPORT MPS FK3URE 2.3-15 ANNUAL WIND ROSE 199*FooT LEVEL BRAIDWOOD SITE (197&}*1976) WNW wsw NW sw ssw..5 NNE ENE ESE Sf SSE BRAIDWOOD STATION UPDATED fiNAL SAFEiV ANAL VSIS REPORT FIGURE 2.3-16 ANNUAL WIND ROSE 20-FOOT LEVEL PEORIA, ILLINOIS (1966-1975) w (0 4 0 12>12o-._--e::::=:::a mph BRAIDWOOD STATION UPDATED fiNAL SAFm ANAL VSIS REPORT FIGlJRE 2.3-17 WINTER WIND ROSE 19-FOOT lEVEL ARGONNE.ILLINOIS (1950-1964) w BRAIDWOOD STATION UPDATED FINAL SAFETY ANAL'{SIS AEPORY FIGURE 2.3-18 SPRING WIND ROSE 19-FOOT LEVEL ARGONNE, ILLINOIS (1950-1964) BRAIDWOOD STATION UPDATEl>>FINAL SAFETY ANALYSIS REPORT FIGURE SUMMER WIND ROSE 19-FOOT LEVEL ARGONNE, ILLINOIS (1950-1964) w BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3*20 FAlL WIND ROSE 19*FOOT LEVEL ARGONNE.ILLINOIS (1950*1964) PASQUILL STABILITY CLASSES 00 o o o 000 o o 00 00 o 000000 DRESDEN o 0 o o o o 00 o 0 o 0 o 0 o 0 o Q o o00 o 0 o 00--BRAIDWOOD (199-30 FT)00 o o o Q o o o 000 o o o o 00 G I!oii---A E-<>t-F--+----Go-6.0-4.5-3.0-1.5 0 1.5 3.0 4.5 6.0 7.5 VERTI CAL TEMPERATURE GRADIENT (oC/100 M)26 24 022 20 18-@->-16 u z w 14:>0 w 12 a=1.1.10 B 6 4 0 0 2 BRAIDWOOD STATION fiNAL SAFETY ANAL VSIS REPORT FIGURE 2.3-21 VERTICAL TEMPERATURE GRADIENT HISTOGRAMS FOR BRAIDWOOD AND DRESDEN.(1974-1976) <I"'"..!!j 8 N.5!!0" VI 0!r0 11.w!r!a Zen 0>-.,'" O-wa::J!E;ji-'!roC Ill!: II.QoC Q 11. 600 N 550 600 NNE 550 600 Nt: 550 600 ENE-1-'550 4-+,1.r:: 600 en (l)E:r: 550 600 550 600 SE 550 600 SSE 550i--strip mines i-e:=::.c:::J i-i-i-f-i-i-i-strip mines i-c=o<=><=>f-'"'" i-'"'" f-f-""'....strip mines'"'" i-l-I-l-I-l-I---==.i-i-l-f-f-i-I---..." f-i-l-f-i-f-f-i-f--=-i--=l-i-i-I--I--I--f-I--I-- I--I--I--f-f-I--i-I--I--I--I--III I I i-I I I I I o 2 3 4 5 Distance, miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT 2.3-23 TOPOGRAPHICAL CROSS SECTIONS WITHIN A 1 O-MILE RADIUS OF THE BRAIDWOOD SITE (SHEET 1 OF 3) 600 S 550 600 SSW 550 600 SW 550 600 WSW 550 4'4-+J 600-'=t:n W (l):I: 550 600 WNW 550 600 NW 550 600 NNW 550----=---------'-------=---------=-.-=.------............... -f--....l-I-I-l-I-I------ -::===-.----------....-l-IIII I....I I I I I a 2 3 4 5 Distance, miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-23 TOPOGRAPHICAL CROSS SECTIONS WITHIN A 10-MILE RADIUS OF THE BRAIDWOOD SITE (SHEET 2 OF 3) .!,:....i oi o zii\I r-: U:\.'*I I:i*I i I*I;;I, I I I , i I..I*0 r:..;Ii, II I I I ,.'*******o o*o***o*o.'J.:I'.1HOlilH ..........o o***o**o*:****..:;***..z BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-23 TOPOGRAPHiCAl CROSS SECTIONS WIl1iIN A 1 G-MILE RADIUS OF Tl-tE BRAIDWOOD SITE (SHEET 3 OF 3) WNW w wsw sw 8.3.2 2.1.7>7 CALMI BRAIDWOOD STATION UPDATED fiNAL SAFETV ANAL VSIS REPORT FIGURE 2.3-24 ANNUAL WIND ROSE FOR 10-METER lEVEL AT CLINTON POWER STATION (5-12 TO 4-13) NW w-wsw sw 0.26*3.01*8 1.60 1.00 CALM.==z:(==l.IIUIUII.ullllJlI

      • 1.61->7.0 3.00 N I I S-IE MPS NOTE: ANNUAL VALUES BASED ON DATA COLLECTED OCTOBER 1.1976 THROUGH SEPTEMBER 30.1977.BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORl FIGURE 2.3-25 ANNUAL WIND ROSE FOR 375-FOOT LEVEL AT LASALLE COUNTY STATION (10-1-76 TO 9-30-71)

N s E 1-34-12 13-24 25-31 32-46 mpPi BRAIDWOOD STATION UPDA TEl}fiNAL SAFm ANALYSIS REPORlI FIGURE 2.3-26 ANNUAL WIND ROSE FOR 35-FOOT LEVEL AT DRESDEN FIGURE 2.4-1 GENERAL ARRANGEMENT SEISMIC CATEGORY I STRUCTURES BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT@200 100 0 100 200 j SCALE IN FEET i 50,000 GALLONS m.SULFURIC ACIOSEWAGE TREATMENT PLANT TUR B INE ROOM RADW'ISTE SERVICE r1'-t__.,....:...:..._-:--: LEGENO: I::::.:::: I CATEGORY I STRUCTURE o 0 SOOIU.h.l__._c;::::JOrr-HYDROGEN STORAGE TANK NITROGEN ,.\STORAGE TANK GALLON FUEL OIL STORAGE 1J\NK""-DEEP E n500,000 GALLON.",,-PUMPPRIMARY WATER STORAGE TANK-8--&500,000 FILTERED WATER GALLON STORAGE TANK CONDENSATE STORAGE)'-.

PROPERTY LINE EXISTING DRAINAGE 3000 I o-Ii SCALE IN FEET AGURE2.4-2 SITE CHARACTERISTICS AND CHANGES TO EXISfTlNG DRAINAGE FEATURES 3000 r it LEGEND:--l>---l>---<>NEW DITCHES="""'==""'" DIKES BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT o PONTIAC 1012345*5@I SCALE IN MILES BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-3 DRAINAGE BASIN OF MAZON RIVER BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT AGURE2.4-4 DRAINAGE AREA OF CRANE AND GRANARY CREEKS REVISION 3 DECEMBER 1991 C)TOWN OR CITY<;)GAUGING STATION FIGURE 2.4-5 DRAINAGE BASIN OF KANKAKEE RIVER BRAIDWOOD STATION UPDATED RNAL SAFETY ANALYSIS REPORT SCALE iN MILES 505I I-------------l:

a.....o a_LCOo e:I"....c:1't'JI 1IdI=o 0'-00't:1ICNI6tJlI 0=:11 Olb=>0"""""" 0*....., 0_SO' I

  • BRAIDWOOD STATION UPDATED ANAL SAFETY ANAlYSIS REPORT RGURE2.4-S REGIONAL HYDROlOGIC NETWORK o LEGEND: ---.-.--DIRECTION OF GRADING SLOPE I:.:-::::':::J CULVERT EL,593,16' EL.59475' o 0

'-'4-----

If'<V. F.L,'597,21' (l)t \-T/RAIL EL.601.0' CONSTRUCTION '----,..-- PAD 62 + TURNING (1)1 PAD 61 INV,EL.596.29' "', !)94 x, REVISION 14 DECEMBER 2012 T/DIKE EL.602.5' """ " oot EL.600.0 EL.601,0' (1)1 EL.597,0' X 50!) , HAUL PATH * ,,\L _____ I '\ : ___ T/ROAD EL.6010' D T/ROAD EL. 601 0' T/ROAD EL.600,0' INV. EL.591.50' -l o o u o 200 400 ----SCALE IN FEET POND SCREEN HOUSE BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-7 PLANT DRAINAGE, ROAD AND TRACK ELEVATIONS LEGEND ---..... --S MANHOLES AND UNDERGROUND PIPE DRAINS DIRECTION OF GRADING SLOPE CULVERT ZONE 300 0 300 600 GRAPHIC SCALE CONSTRUCTION PAD #1 ISFSI PAD REVISION 14 DECEMBER 2012 OVERFLOW cnt LENGTH=1320' ... ',. "!L. ** r.f, .. ZS* T/ROAD EL.601.0 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-7A SUBDIVISION OF PLANT AREA FOR LOCAL INTENSE PRECIPITATION ANALYSIS LEGEND ---...... --s MANHOLES AND UNDERGROUND PIPE DRAINS DIRECTION OF GRADING SLOPE CULVERT 300 0 300 600 GRAPHIC SCALE CONSTRUCTION PAD # 1 ISFSI PAD .. D

  • \J REVISION 14 DECEMBER 2012 .. f OVERFLOW lENGTH=1320' BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-7A SUBDIVISION OF PLANT AREA FOR LOCAL INTENSE PRECIPITATION ANALYSIS

432 480 192 240 288 336 384 TIME IN HOURS 144 96 48 212 ,000 CFS I i\PM'HYOROGRAPH I\i Iif I ,\I I i I I I;i I 1I I:\I!I I I I I i[i\I\J;I i!i\',!I I i I I I I I I i:!I I Ii I I\I I , I: i i i i I I II I I ,\l I I!I I i: , i , il I ,"'., , I i I!i: I I I i III I!6-HR.UNIT HYDROGRAPH V I I!I°0 220 200 180 en160 U 0140 (/)::>0 z 120Z UJ 100 t!)a:<t J: 80 (,)(J)0 60 40 20 UPDATED FINAL SAfE1V ANALVSIS FIGURE 2.4-a UNIT HVDROGRAPH AND PMF HVDROGRAPH FOR KANKAKEE RIVER NEAR WILMINGTON

-+-----: I-+-=c==>c==EXTRAPOLATED ===-=-===OBSERVED HIGH FLOWS 1950-1971) 570------...,r..:...-----r --:-._---._--i.----I-----...-----------:;:r po I I..:..-.----o---- ///1 1/ p---;---540 , i !I;I I II;-_._------

_._._---'----..,.----_.---+--i--------.i.f--.r.--....;.-----;

1----+--------.--,-----,--

'ISRAIDWOOD STATION UPDATED fiNAL ANALYSIS REPOAl FIGURE 2.4-9 KANKAKEE RIVER STAGE AT CUSTER PARK VERSUS DISCHARGE AT WIUVlINGTON, ILLINOIS 10 4 (/)Ll..U 2:: LU l!)0::<t J: U en 0 10 3/'I V!/i/V I" I/\H I!r I" I I i r I!I I I I i 1 I i if I i i I r , I , i , , I r , r: , i i i i , , , ,;;, I ,!r!: 524 5/2 516 520 WATER SURFACE ELEVATION IN FEET I 10 2'---..l.---I-'-----J 508 IJRAIDWOOD STA rloN fiNAL SAFE'fV ANALYSIS AEPo,rf FIGURE 2.4*10 RATING CURVE FOR KANKAKEE RIVER NEAR WILMINGTON GAUGING STATION

,..-----r---,------,-----,----,--------,----, <D (Il C1t uJ..J:i!oi (Il 0'<T C\I CXl C\I e:t uJ 0: e:t uJ C\I c,,'r--e:t Z e:t 0: en 0 ell: 0<D 0 X Z CXl UJ'<T!iI (/)<D rr'l 0 0<D" x i-:t uJ<T Cl.,N I 5.:1:>ON'dSnOHJ. I\!I BRAIDWOOD STATION UPDATED SAFETV ANALYSIS FIGURE MAZON RIVER 3-HOUR UNIT HYDROGRAPH CD o CD I'-N Ul l'-0::<.D:::><.D 0:I: 0<.D Z q-w'\lCDq-N q-<.D r<')0 r<')q-N<.D<.D mCD N Q o m<.D N o o00 0 0 00000 o 0000000 0 m CD I'-<.Dq-r<')N D I I J\I J I I I I t i[I I I I I;i l-I/I I I I!I , I I I i I I I I i I I I I!i ,!I I I il i i I i I Ilf I I i I en , I)(!IJ...I I u: , I oi iA 1 i I"f'), i:: i CDI ," V I: i I:.:!i<r: wVi)I I!a.i I!!I IJI i: I I I: i i I II ,!;i ,!.., i I f""-.,I , I i'\I 5.:1:::>NI BRAIDWOOD STA liON UPDATED FINAL SAfETY ANAL VSIS REPOR1 FIGURE 2.4-12 3-HOUR UNIT HYDROGRAPH CRANE AND GRANARY CREEKS AT THE CONFLUENCE WITH EAST FORK MAZON RIVER 120 10 20 100 60--+II1II 140 130-DRAINAGE AREA=220 so.MILES I-tII 1------f--40 50 60 70 80 90 100 110 120 TIME IN HOURS FROM BEGINNING OF PMP RUNOFF30 o I L/1_o en la..U a z Cll en80 I f-o:I: l-e:: w t!)1%Cll 40 I:I: U en a 20 I f-f Ie"lllJ Cl>>s;;: Z:mJ>>>JJ<: "'Y'I m C5>>:E JJ c"mIO"V JJ!i'fi1l0 s;:: m" Nx&:..-<....ZJl1>0 Co)>>-11:JJ Il""'-8<0@)z$!(,@"'U::mJ X Ii'lI\l0::mJ=lI 11= I i I II I I ,!:!i I I 0 I!V)!I N I N Ln" A;<<\l<.I!I i a:: i<ON'fSnOH.1 i\!I 0000 u.-u.0 z::>Cl: Q.Q.0 (J\u.0 (!)0 z Q)z z c:;0 l&J....co0 0:: 0 LL lD (/)0::::>0 0 Ln:J: Z 0 ILlt-o r<l 0 N Q o o 9RAIDWOOD STAnON fiNAL SAf!Ert'ANALYSIS IREPOR1 FIGURE 2.4-14 CRANE AND GRANARY CREEKS PMF HVDROGRAPH TO BRAIDWOOO I 580 510 530 560--'en:IE.........550Z 0 i=EL.538.0 WATER LEVELfOR AVERAGE OISCHARGE...540 (39500" 1--'...520 o 500 1000 DISTANCE IN FEET 1500 2000 2500 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-14a TYPICAl CROSS SECTION OF TI-IE KANKAKEE RIVER NEAR TI-IE RIVER SCREENHOUSE 590 ,..--------,----------r---------,---------rL!.I L&J 580 l&.<i:: Z o:>570 EAST FORK I.!J MAZON RIVER, 1.0 MILE.J UPSTREAM FROM THE L!.I JUNCTION WITH GRANARY CREEK 10 2.5 5 7.5 DISTANCE IN THOUSAND FEET SECTION X-MU 2 560'----'----'--'------1 o 590 I E':'3,=QR K MAZON RIVER, 2.5 MILES UPSTREAM FROM THE JUNCTION WITH GRANARY CREEKL&J UJ LL 580 Z Z o570 1------4--11--.J UJ 10 2.5 5 75 DISTANCE IN THOUSAND FEET SECTION X-MU I 560 1L---l....l.-_o IfU::tAIDWOOD STATION UPDATED FINAL ANAL'(SIS FIGURE 2.4-15 CROSS SECTIONS FOR EAST FORK MAZON RIVER UPSTREAM FROM GRANARY CREEK CRANE CREEK NEAR JUNCTION------i WITH GRANARY CREEK 610600 LIJ LIJ LA.Z 590 Z 0580>LIJ...J LIJ 570 560 0 100 200 DISTANCE IN FEET 300 400 X-CeL...-.-------_*--.. i CRANE CREEK, 15 MILES UPSTREAM--, I I FROM THE JUNCTION WITH I GRANARY CREEK 570 I 610500 1IJ LlJ u..z o<t>1IJ...J 1IJ 560 o ICO 200 DISTANCE IN FEET SECTION X-CU 300 400 $1 AllON UPDAfiNAL ANAL'iSiS fFll;PORT FIGURE 2.4-16 CROSS SECTIONS OF CRANE CREEK """"/I"RANARY CREEK NEAR-='JUNCTION WITH CRANE CREEK I 610600 I&J W LL590 Z Q580:>>IJJ 570 560 o 100 200 DISTANCE IN FEET SECTION X-GO 300 400 595.-ILl IJJ lL.Z 590 0>IJJ 5.,1..J ILl 0 500 1000 GRANARY CREEK 3.0 MILES UPSTREAM FROM THE JUNCTION WITH CRANE CREEK 1500 2000 DISTANCE IN FEET SECTION X-GU I8RAIDWO()[) AllON UPDA1EVl SAfETV ANAL'ISIS FIGURE 2.4-17 CROSS SECTIONS OF GRANARY CREEK 580LoJ LlJ U.Z 576.Z 0572 W..J w 568 0 6 GRANARY CREEK NEAR JUNCTION WITH EAST FORK MAZON RIVER 12 18 24 30 36 DISTANCE IN HUNDRED FEET 42 48 ItU1AIDWOOi) 81 A liON UPDATED fiNAL SAFI:1V ANAL'(SIS FIGURE 2.4-17a CROSS SECTION OF GRANARY CREEK JUST UPSTREAM OF EAST FORK MAZON RIVER 590 I-580 UJ UJ u..Z Z 570 o:>UJ..J UJ 560 i-I--------t-------+-t+-- I i I II'MAZON RIVER NEARALT.ROAD 66 550 o 5 10 15 DISTANCE IN THOUSAND FEET 20.sECTION X-MDR 2C 5 10 15 DISTANCE IN THOUSAND FEET SECTION X-MO J I-580 UJZ Z o 570<>UJ MAZON RIVER BELOW THE..J UJ 560 JUNCTION WITH GRANARY CREEK__550 1'-------- o 590=-------r------,-------,-----=--------.. BRAIDWOOD UPDATEfJ fiNAL SAFETY FIGURE 2.4-18 CROSS SECTIONS FOR MAZON RIVER DOWNSTREAI\Il FROM GRANARY CREEK 5000 0 5000Il 1'1 I.1 SCALE IN FEET BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-19 CROSS SECTIONS OF MAZON RIVER, CRANE AND GRANARY CREEKS 10 4 (J)I.l..U Z L&J to!)a:x u (/)0 10 3 Ii'77/.1 Jf/!1/II 1 ill I SECTION V I I I!HHIH ,II i III i!I I iII!II I I!1/I I , I I I/SECTIO.'X-NU I!I: j I!I , ,,II I I I, g I!I'I:!II!I1:!I I i l , , I I , i I I 570 580 590 600 WATER SURFACE ELEVATIONIN FEET NOTE: REFER TO FIGURE 2.4*19 FOR THE LOCATION OF CROSS SECTIONS IaRAIDWOOD STATION UPDATEiJ fiNAL ANALVSIS FIGURE 2.4-20 RATING CURVES FOR EAST FORK MAZON RIVE:R UPSTREAM FROM GRANARY CREEK 10 3 (/)u.(,)Z lLJ C)0::<<:I: (,)(/)0 2 10//"/Y" iY"".///,//I///.f SECTION X-CD/(1 I/I I!II II I , 6 I I I I ff , I I I I I , 1 i ,/I I J I I;I I/,: I I I i i;I II;: I I!;SECTION X-CU: i i\I: I I ,', ,\'I'I , Ii i I 10 IL-"-----J----J 565 570 575 580 585 590 595 WATER SURFACE ELEVATION IN FEE T NOTE: REFER TO FIGURE 2.4-19 FOA THE LOCATION OF CROSS SECTIONS STATION SAfETY ANAL YSIS FIGURE 2.4-21 RATING CURVES FOR CRANE CREEK 10 3 (/)u..u Z lIJ (!)l%cr:t:r: u (/)0 10 2/v , , 1//'" II//I/II/, I/V I X-GO i I K:1 if i I!!I: II I , j/i I I I I I I SECTION X-GU I i I n I , I I i ,!I I: , i i: i;i 10 570 575580585590595 WATER SURFACE ELEVATION IN FEET NOTE: TO FIGURE 2.4 FOR THE LOCATION OF CROSS UCl'ION9 fSRAIDWOOD $TAiIOi\! fiNAL ANALYSIS FIGURE 2.4-22 RATING CURVES FOR GRMlARV CREEK LLI t!)ac 4 J: U Vl o A"/fh//;SECT ION X-MD 2 f ,!I I ,;,r I//I//;II!l!/ X-MD I I II I 1/I II I II I j/1;: I II I: I!i I I I ,:6!8I 8!;i I i II I i I I QI I I I 560 570 580 590 WATER SURFACE ELEVATION IN FEET NOTE: REFER TO FIGURE 2.4-19 FOR THE LOCATION OF CROSS SECTIONS 600 STATION liPDJ\TIm fiNAL ANAL VSIS FIGURE 2.4-23 RATING CURVES FOR EAST FORt<MAlON RIVER DOWNSTREAM FROM GRAI\IARY CREEK

...!.----T!f'..1iL*

247&...c-AOS.BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-24 BRAIDWOOD POND (LAKE)OVERALL PLAN VOLUME IN THOUSAND ACRE-FEET 0 5 10 15 20 25 30 35 600 I I-------,------l-VOLUME I I I AT EL.595': 22,297 AC-FT.I 595I&J WIIII AREA lL;Z AT EL.595': 2,475AC.;Z590 l-e"1gJ lCl W"....Jl&J>\Ol I/II L=.-l.==-=:0""Vi 585-00:DO IF"_>>"TI m iCl-'1J C5 0>c::D""I'll 0 m mOl N jlCl 00580'1JC , 0:0 N a;::-lJ 0" 8/2 16 20 24 28 U1z<AREA IN HUNDRED ACRES om rr--<0"TI cn Z 0:0 iji)::wi m0:mJ-lJ ->0-."'""':"u\)l'" ORAINAr.;;" CHTCH CD."'TU\.D.,:o;C.'P..'P.c,.__'T_*wrr.*......._.JSI..,.__II!IO.Dp ,;to'JIE**eIO,....., 5CJl.QJ*....* 8I.'IID C'I"ua.,..uDI ....0 BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT FIGURE 2.4-26 BRAIDWOOD POND EXCAVATION AND Fill I.\'.'_...)-IF--:'}.,,-=,.,_..""'0-"*j.. ,., ---}1!o PERIPHERAL om:11.::IT....TIOt-J<:Ill I.,D.:P:C:.".To P.c.PI T_.W'....,." U.rY--.aTI m O"'&I!IIUXI BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-27BRAIDWOODPOND EXCAVATION AND FILL BRAIDWOOD STATION UPDATED ANAL SAFETY ANAL VSIS R&ORT FIGURE 2.4-28 BRAIDWOOD POND EXCAVATION AND All. OUT£R,.C;;;tA,JUA..G£ DfTO-t.:-T.a.lQI...I cunat.ID...c::...c.I'I;T*....,..,...n.!t..,.,a._, 5-........._.o.OD W.._AIO$#I.'-.II..*,SS-hl

    • 3.Uon.I:/IIJ BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-29 BRAIDWOOD POND EXCAVATION AND All i t---" PLAN-OVERFLOW SPILLWAY......BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT FIGURE 2.4-30 SPILl.WAY SECTION 6-6,-

SECTION 7*7_FIGURE 2.4-31 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT r'............. N rcJ 0"'.'_D"-:£CTION 3-'?H..._.,.....loP*.' SECnON-OVERFLOW SPILLWAY z o l-w--'wlU W\L;---l 535____---.: 597 Z w---------- 595><:<[--'w--- 596ll::::>til ll:: w l-....'ATER SURFACE ELE\'>\TICN--,--!1\I r=--n----SPILLWAY_CREST 595'**3_"__"YD,OG,'PH

.-----j\'-.--------"\ANTECEDENT 50%PMP STORMJ\lC----,-, JJ____/\jr OUFLOW HYDROGRAoH

...._,________________ _T1-IROIJGH OVERFLOW SPILLWAY IL/I ,,34 jl'" 2,')30 4('50 50 70 90 90 100 11"120130"40 1=(.35l.L 30 U o z<[25 o:r: l-Z-20 w Cl ll::<[:r: u 15 til 6 til TIME IN HOURS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-32 PMF INFLOW AND OUTFLOW HYDROGRAPH H J I I///J lo CIl o ,...o ({J 0\l')CJ)IZ::>0:x: 0 z<:t IJlJ-0 ,.., o N o en en\l')CIl en\l')en\l')({J en\l')\l')en\l') STATION lIPOAfiNAL ANAL FIGURE 2.4-33 PMF WATER SURFACE TIME HISTORV POND MAKE UP DISCHARGE STRUCTURE"""'.",, SCREENHOUSE "'," I!<r---D IKE--J/" CIRCULATING WATER DISCHARGE STRUCTURE©OVERFLOW/SPILLWAy-l @3000 0 3000 E ff..,Wi'!!I , SCAl.E IN FEET W:INAl ANAL FIGURE 2.4-34 LOCATION OF DIKE REACHES FOR WINO WAVE ANALYSIS ==="',""""'""""......""" lMa.....oT!l ..1 \_.':0.--hJ II'I j----'" 5ECTIO'-J.....lla SECTION 4-4 t.-,............_ DllCM__'v---'-!.,.."""'-o,<.' --+---!r--,1......R'U I----I I 1,',__11_:iiL..-F.!£.EfO'tOf'LI!OIIO.- ..flIl.1 , I ,-.....JI.SECTION 2.-2 (So-s,ac.,.0-51lS1l---='----=-- ....SECTION 18-18 ('-5, 5-""'" 0""(11: sr..mON.O*CIO",we.,....TIQ..... c.,.",..-._..:.tSIo_. 5ECnON .....-....4-.) SECTION 9-9 (:10-".,-. t .-.)T...."..*......EOl'IOQ Oo'Ui 5ECTION 7-7 (l!I'-59DA. l 5'ToeR)SECTION 17-17 BRAIDWOOD STATION UPDATED FINAL SAFETY ANAlYSIS REPORT AGURE 2.4-35 DIKE SECTION AND DETAILS FIGURE 2.4*36 LOCATIONS OF STATION OBSERVATION WELLS i BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT 130'I o t I_j 1__'Approaimalo Seato: I": 130'NOTES I.Slurry trench depth is 2.0 ft.into till.2.Typical oboorvation"ell detail is shOtm on Figure 2.'1-43 3.Water levols in these observation wells ore shown on Figura 2.4-44 (2 shoots).Obs...YClion well.._.-Slurry trench lIoundaf-y of Excavation Boundory of Excavotion \\39.17S\45+05E 4S.[\\\\\\////////._._._._._._._._._._._. __ 40+ISE 33..405 ""..................... .........,...............,.,"".............., 47.3OE\\\\\\o'" 39.ISE 24,605 j46.35E PW846+35E 29.085 I+--Slurry Trench i i i i __._._._.40.15£!I:m-=--z----e::::=t.095I 5<H40E .,.".",.". ...-'...-'.-'25+605I I i LEGEND 6 LW-2 Observation 1:10/1 Boundary of coaling NOTE I.Averaga monthly ground tlIIter levels in tho observation \::3l1s are shottn on Figure 2.4-45 1000 0 2000 ford 1.".,<,.1 Soall I.feat...f: BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-37 LOCATIONS OF POND OBSERVATION WELLS NOTES R7E fllDE 2.I.Data for publicwater supplies within 10 miles are presented in Table 2.4-22 Base mop modified from USGS.1:250,000 series (topogra phic).Aurora, lIIinol\!(NKI6-F),1958. Scof3 in Miles BRAIDWOOD STATION UPDATED FINAL SAFEnf ANALVSIS REPORl FIGURE 2.4-38 PUBLIC GROUNDWATER SUPPLIES WITHIN 10 MILES NOTES I.Modif iiid from 21.2.PisEoma9ric con90uv intevval ilil SO fG09.10 0 15 I-Ned'i#"* Scale in MI1:l9 fINAL IUHU."SIS FIGURE 2.4-39 PIEZOMETRIC SURFACE OF THE CAMBRIAN-oRDOVICIAN AQUIFER, OCTOBER 1971 I___---J------....: I i I I ,__--_I q c--,II<JsoII NOYE I.Modified fi'Giil22 In print.2.PieZOlMtrll: contOl.lr Intorvol 10 50 900t.10 0 16 r J l<f,d Jet!Id I Sal\:)In BRAiDWOOD FINAL ANAL FIGURE 2.4-40 PIEZOMETRIC SURFACE OF THE CAMBRIAN-ORDOVICIAN AQUIFER, OCTOBER 1975 o---, I I LEGEND Water Level ChangllS: c=J Little Change 0 to-60 foot Wl'l2l-60 to-100 ferat..-100 to-150 feet (&-150 to*?OO fellt----_........----.._"'"'-----_.I I: L__-_---------.J0 1.w4 l+NIj§-j I Scale in Mllrall NOTE I.Modified from Reference 22 BRAIDWOOD STATION UPDATED fiNAL SAFlEl'!ANAL VSIS[REPORT FIGURE 2.4-41 CHANGES IN WATER LEVELS IN THE CAMBRIAN-ORDOVICIAN AQUIFER, 1971-1975 scc=o in ttitOD Contc::r IIllonal z to ft.NOTE of tho privalO trolln tritl'lin 2 milos of tho slto iu prellOntod in Table 2.4-23 2.Bauo map modified tram'u.S.G.S.,.'62 ,500 oorlou (topogrophlc), Owlght.1948. Heruchor,1923. MaTrln, 19S4, ClIId Wilmington, 1954.o.'FIGURE 2.4-42 PRIVATE WATER SUPPlY WELLS WITHIN 2 MILES OF THE SITE BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORTLEGEND Drilled Well 00 Dug Well0 Sandpojnt 0 Unidootifiod Well IlZZ21 Braido:rood Project Site Perforated Cop a Lock Top of Till 3"t04"Oiometer Protective Steel CasingPlastic CopSlotted PVC Pipe Sand Pock::::::.'/ifB l'/'lto 2 Ifi OioMetQl'Blant!PVC Pipe'lDiomoter Hole=0 I-NOTES I.Not drown to scale.2.Location of observation wells are shown on Figure 2.4-36 A liON UPOAfiNAl FIGURE 2.4-43 TYPICAL DETAIL FOR STATION OBSERVATION WELL UJOJ.."-.5... -'-+---3 1991 591 590 589:J 5888 587 Ii:..6OJ{1.E.c.!!586 i.l!!....585 NOTES l Locations of station obserwotion ..ells are shotm on Figure 2.4-36 2.Groundloater levels were measured In the observatlon"ella.3.Ground.,gter levels measured in PW-I and PW-2..ere affected by the excavation of a nearby slurry trench in December./976 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVElS IN STATION OBSERVATlON WEllS.1976 (SHEET 1 OF 10)

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4---REVISION 3 DECEMBER 1991 590 586 585 NOTES l.Locations of stotion observation ",ells are shOl:lll on Fi\lure 2.4-36 2.Graund",ater levels'",ere measured In the observation ",ells.1976 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 2 OF 10) REVISION 3 DECEMBER 1991 574 10 1!1 20 25 OECIi:"DI.R 10::1",:)25 NO..'t:..E\£R OCl'<iSrR i')20I:;'13 Z";)O'CTOSEft"!: 9l;:P'f"Mrt\::13' !.C..-t"!<t'3t':l'1,?2: Z'!:-1020....Al":'ChII),!!>20 2.!J e 1020:t:l.JA.'""U....Al'fE6RUAR't' ,;L;O: ;0:;::):;;:".594 592 590 588'::J<J)5860;584.e.!: c: 0:g>w 580 i....._. 578\'.:: r--:--;---'--': .;('0-.-- i---576 574 572 570 NOTES I.Loco1iOlls 01 stotion obsenratiml tjQJln ate shOl:ll1 011 Fi\IUre 2.4-36 2.Ground\"Jaler I evels\"Jere meQllUrod geollly In the observatlcm ="0.3.Vertical scale is different l!lan olher s1alion observation \"Jell graphs.1977 BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVaS IN STATION OBSERVATION WELLS, 1976 (SHEET 3 OF 10) REVISION 3 DECEMBER 1991 594 592 590 588 586 584-'en:§.582c 580 c.!:!578'" W 576 574 572 570 568 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT o,:n:>SEA: !'roO\l!::"'" SEA DECEM8ER I;)1:1 2(}::>!'J--------i-- -3.Vertical scale is different thon other station observation well graphs.--_...:._---.-._-.--=---- -'-....... ..i i NOTES I.Locations of station observation ore sha.m on Figure 2.4-55 2.Groundwater levels were measured in the absorvoticllll 1:10110. lC, I!>2.<)"'!II2:>2!510 1'5:::C 2S!'J1!>2;:)10 1":.:;.C:;Z",0 I;;;'0r[:',1';j*fJ"f' 'i'.L,*l. ,j'*l';.,-., 576 572 574 590 594 c 580 o1 578 w FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1916 (SHEET 4 OF 10) FEBRU"'RY592 591 590 589 588::;tn587 l.5 586 c585 0>.5!w 584582 581 NOTES I.Lo<:otion$ of station obseNatam cain are shacm on Figure 2.4-36 2.Groundwoter levels",ere measured t100klr In the observotion 0::0110.1977 JULY AUGUST OCToe<<A592 591 590 589 588:;II)587::IE-..586.5O c;585!0>CD iii 584BRAIDWOOD STAnON UPDATED ANal SAFETY ANALYSIS REPORT FIGURE 2.4-44.GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 5 OF 10) 595 594 593 592 591:i 590'"::;: 'iii 589 of.!: 588 c:.2..587 W 586 i 585 I I 584 i J 583 i582 I ,J.:.)J., f'i'1___L+_!:.'.-,-*-i'-----*---'-'-C ...r J-l-.-!-- I i ,.;"..!1 lfoW-r[-, ,i/'.. __--.i!.-.-: 'j I, i I i-;- -_,"___.i-I i I'f , 582 583 584 595 594 593 592 591:i 590 (I)'iii 589 of.=c: 588 i 0:;: 0 l;587 W 586 NOTES I.Location of stotion observation ..ells are shown on Figure 2.4-36 2.Groundwater levels were measured weekly in the observation wells.1977 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 6 OF 10) 596 595 594 593 592 591:J CI)::;;590 Q;If.5 589<;588>l&J 587 586 585 584 583 tl 10 1-'20*.,.JAIOoUAR'Y NOTES local ions of station observation trellll are shown on F illure 2.4-36 2.Groundwater levels were measured aeekly In the observaticm aolln.3 10" 20 2:1 AP,QoIL 1978 AUGUST OCTOBER:/lIIlOVE"-'8EA D'!:C;EMBI:R 596 595 594 593 592 591:J VI590 Q;If 589.: c:.2 588 (;>..w 583 BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 7 OF 10) 594 592 591 590..J Ul589 G t:..: 588 c.2 0 587>..iii 586 585 584 582 1978:I 1020NOVI[".OIUt Dl!C£MOl!:A 595 594 593 592 591 590::J Ul 589-..If 588.: c 0 587>..iii 586 585 534 583 582 NOTES I.Locations of stalion observalion t:lOUll are sho,,", on Figure 2.4-36 2.Groundwater levels*"'ere meoou,od..eo&l, In lho obsorvolion t:IOllll.BRAIDWOOD STATION UPDATED FINAL SAFETY ANAlYSIS REPORT AGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 8 OF 10) ...-C8RUARY APRIL 597 596 595 594 593 592...J 11l591-co&.5 590 c.2 0 589>.!!....587 586 JUIIIE.1978 AUGUfiT SEPTE""Bl'R IS 10 to 2D 2&OCPTUISER OCTose"&to 1.5 20 t:!OCTOBER OCCIUlfOa:A .\0"'0..597 W.H';.+;..;.,. _t!;'!596 --1"':;: 595 594 593 592...J 11l 591:;;:--co590.!:: c 5890>co (jj 586 587 586 585 584 NOTES I.Locations of stotion observation caUl)are shoen on Figure 2.4-36 2.Groundtioter levels*tiere meanured",eokly in the observatlcm oolla.BRAIDWOOD STATION UPDATED ANAl SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WEllS, 1976 (SHEET 9 OF 10/ .JANU.....y 597*10".0**_.*. 596

=..,.....595 594 593 592::i Ul::E 591 (;If.!: 590 c.2;;589..CD i;j 588 587 586 585 584&10 II!!1:0 Z'!lI.IANUAJlY WARCH 1lI 10'S 20 25 OCTOIlU:A NOVE-Ma.R 597 596 595 594 593 592...J 591 Ul::E 0;590{l.!: c 0 589..CD i;j 588 587 586 585 584 NOTES I.Locations of station observatioll dill are shoan on Figure 2.4-56 2.Gi'aundtroter level s",era meaourClll aeekly In the observation aolb..1978 BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER lEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 10 OF 10) 51)2 590 588 586:;en 5840!;Ii 5820 W 580 578 576 574 572j.:: 1973 1974 1975 1976 588 586 584-'.,:!!c ll82,;li 580 578 576 574!572 ,i 1977 I NOTES L Locations of.pond.....natlon I10US oro allotm on Figure 2.4-"$7 2.Ground=arlefefl DCtr8 meosured in th:J oIlllo.."tlon 110110.3.Groundtta1a' levohl meaaured in Lt'I-1 I1oro offoctad bJ ootcr lovol.in on"djoconl ditch (Suboeetlon 2.4.13.2.2.21.

4.UN-2 was grouted closed durlog May 1977 due to construction of the lake dike.BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-45 AVERAGE MONTHLY GROUNDWATER lEVelS IN lAKE OBSERVATION WEllS (SHEET 1 OF 2) 592 586--'-__=r-'---'----,----.--+-f---f---- t:=!=1-----f---'-----I-+-.t-----j+----I--i- --i------=-t---'-----+-t-,---t--+---=:r+:--=i= --j----590--;-----+-588-----f---f---i--!,--586----576 578 574-._;FIGURE 2.4-45 AVERAGE MONTHLY GROUNDWATER LEVELS IN LAKE OBSERVATION WELLS (SHEET 2 OF 2)584-'<II::IE---::::--:-l=-4----.-CD-{l 582-=c--,--f-f--,--t--0;:=t'":>CD=J=W 580---l BRAIDWOOD STATION I-.-UPDATED FINAL SAFETY ANALYSIS REPORT-l 19.B.L.-t--=-t: 5 I H f:----'--'-+

f-----+-0.r.,.0 19.1l!L--'----'--------1929-..:_---"-+-----1--'+-;*..--,-----F=t-::::.;u. i i Ii 578 LW-6---\.---t LW-3 576.\-,_,+-574 , 1-+-----'_584 ill LW-5:i:fc 582-LW-7 ciii 580 LW-4 r-------r----

..... o L-l-L N 00 0 0 l-S l!J en L!J I&J U.IX I U I.!J.q;Ck: UI&J a:: UJ.q;..J 0> UPDATE/} ANAL VS!S FIGURE 2.4-46 ESSENTIAL COOLING POND AREA-CAPACITY CURVES T/DIKE EL600'-O*------..---,"-EL590'-0*eEL, 590'-0*-;EL600-0 T/DIKE EL602'-6*---z:---.---- PROPERTY LINE SLOPE/DIKE 3: I(TYP,I---------rl BLOWDOWN PIPE I I IDRAINAGE DITCH I*t..':::WAl'ER L I' CSlJP'RCULATINGPLY PIPE",,"'/"",,......--0--".::::::-... 48 dl ESSENTIAL.WATER SUPPLY miCEDISCHARGE PIPE.... 200 0 I I t f I SCALE 200 I., I'IN FEET 400 I UPDATED STATION ANALYSIS REPORT FIGURE 2,4-47 ESSENTIAL COOlING POND EL.600'*0"=..J1 BOTTOM/POND 10 1'-6"RIPRAP 12" RIPRAP BEDDING SECTION A-A EL.590'*0" SECTION B-B SECTION 0-0 EL.590'-O** EL.590'*0" I'10 12"RIPRAP BEDDING BOTTOM/POND EL.5BQ'*0""-6" RIPRAP SECTION C-C SCALE IN FEET 20 10 o 10 20 BRAIDWOOD STATION UPDATED RNAL SAFETY ANALYSIS REPORT FIGURE 2.4-48 ESSENTIAL COOLING POND SECTIONS ---""'--- _/,. ..I--...T'"""':-:.I.,!. -...--Rr.I'IlOflI£AT l OF DIKE_:_............ r..iiCd--r_.1--:--'-------+BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-49 EXTERIOR DIKE PROFILE STAO+00 TO STA49+00

.:

....._....0",....,..-J PROFILE AT t.OF DIKE.I:lC.oOIL.C' i'ea;tQll_ BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT FIGURE 2.4-50 EXTERIOR DIKE PROALE STA49+00 TO STA 65+50

__..:.*. =--.0;.-.;-:/".BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-51 EXTERIOR DIKE PROFILE STA 499+15 TO STA 540+79.6}}

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