ML13004A045
| ML13004A045 | |
| Person / Time | |
|---|---|
| Site: | Braidwood  |
| 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) | |
Text
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BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-1 LOCATION OF THE SITE WITHIN THE STATE OF ILLINOIS
o 1
2 3
1~~~I'-iiiiiiiii~!~~!!!1 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
"'00I
",,"00 GRAI'HIC Sc.a.u:
UPDATED ':NR:D~OD STATION ETY ANALYSIS REPORT FIGURE 2.1-3 SITE BOUNDARY AND COOLING LAKE
100 200 300FEET I
I I
SCALI!
REVISION 7 DECEMBER 1998
""~-=i~'
~-
BRAIDWOOD STATION UPDATED FINAl. SAFETY ANALYSIS REPORT FIGURE 2.1-4 LOCATION AND ORIENTATION OF PRINCIPLE PlANT STRUCTURES 189
MINIMUM EXCLUSION BOUNDARY oesTAHCE SECTOR (FEET)
N ZOOO
"""E 2075
,AllO 2100
'075 Z12~
.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
~~
~
1c..L(~
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 8
~
u.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 6
l
.UbES s
ea 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 BRAfi~ljLLE ~ *.*********.
o*
GARDNER (1322) o****
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z:
- l 0 ex: *
~:****
s o
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E
(
) IN 0 ICAT E S 1980 C ENS U S POP ULA 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 1000 1000 1000 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 LLOMG~D~~j iWHEATON
~
51' DO~ERS
~}:::'\\:'::':.\\.>:..,
NE N\\~
1 AURORA I!iI : DU PAGE COUNTY GROVE if:~r~.i\\.G:J~~.
DE KALB
.~.:.:::::-:.;.:..
COUNTY l
~OLTNGBRO~KL........
~.{.~...(:.:::>,
CALUMET i
OAKI!i..;.....;,;.... ',
CITY LAWN
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KENDALL COOK t:::"iil COUNTY i
i COUN Y. HARVEY ~ EAST CHICAGO
~
r
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JOLIET PARK iCHICAGOgHTS HAMi.1m HIGHLAND t
OAK
..:i CITY FOREST PARK LA SALLEl WILL COUNTY FORREST
~ LAKE COUNTY~
- 1 1;~..~.:~~
1 COUNTY w c mITE:
KANKAKEE z g
~r""
~COUNTY f
..J
~
c*..**********
w'"
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H
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LIVINGST0N 0 :; 0 COUNTY o~
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0:::;::
-c i
fi: 8 IROQUOIS
~I COUNTy g
s o1 10I 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 1990
~
~ In 2020 Distance from Sitev 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)
107 10' 101 Ie
.S!
10"
-..';a.o 0.
~-..
'S.
103 E
- J U
102 NORTH-NORTHEAST SECTOR lEGEND:
Cumulative Population:
= """'" "...., "
at 500 persons per square mile at 1000 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 Sitev 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)
EAS~SOUTHEASTSECTOR 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)
103 102 SOUTHEAST SECTOR LEGEND:
CUMulative p@pulatl@~:
c= a =
a =
a = at 500 ptmlons per oquar mll0
===== 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 ANALVSIS 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 108 10' SOUTHaSOUTHWEST SECTOR 10S 10S 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)
WES~SOUTHWESTSECTOR 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 ~er oquare mile
==>== """" => c= at 1000 persons per aquar. mll@
- In 1990 a In 2020 Distance from SiteD MIlOI BRAIDWOOD STATION UPDATED fiNAL SAFETY ANALVSIS 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 102 103 108 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)
107 NORTHWEST SECTOR lEGEND:
Cumulative Population:
"
" =
,,<= at 500 pers@ns per 8QYlU'fI mn~
0== ""'" = =
=
at 1000 pero@n8 per oquare mll~
..!n 1990
~In 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 AT U R A L NORTHERN ILLINOIS GAS CO.
(N A T U R A L GAS)
- ** NORTHERN ILLINOIS GAS CO.
( REF IN E 0 PROD U C T S)
CRAWFORD,;
~--SITE IRoa~IS
~
o 2
2 KANE MNDAll 7
3 DE KALB 0
',t
~
McHENRY gl 4
JHFERSON LA SALLE 2
9 RUND 3
LEE 6
6 MONTGOMr~RY-:v;.;::rr-,-_-L~_.L,..._~
8
'FAymE 2
BUREAU 5
LIVINGSTON
~~L..-~
5
__-;'---.1 WAYNE
...----1 CLAY
~-.L-..-t MARION 2
2
~ii tI B
JO DAVIESS STEPHENSON WINNE BAG
~
3 3
5 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) 54YEAR 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 i'.~O__*
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*
(191~*1916l
WNW N
I NNW wsw NNE
0.28 0 3.01-8 15 7.0 CALM C
.,~***
1.5~-
>7 3.0 FlAPS BRAIDWOOD STATION UPDATED fiNAL SAFETY ANALVSIS REPORT fiGURE 2.3-3 JANUARY WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976)
NNW NW WNW 10.84 w -
0.28-3.01-a 1.5<<
r;;~__*
V L5~-
>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 WNW w -
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 STAnON UPDATED FINAL SAFETY ANALYSIS REPOFIT FIGURE 2.3-5 MARCH WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976)
NNW NW WNW w -
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 R~30-FOOl levEL BRAIDWOOD SITE (1974-1976)
WNW w -
ssw 0.26-3.01 a
8 1. 5 7.0 A LM P'I'~_IIII.
L51-
- > ('
3.0 MPS N
I
-IE t
S BRAIDWOOD STATION UPDATED FINAL SAFETY ANALVSIS REPORT FIGURE 2.$-7.
MAY WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE.
(1974-1976)
WNW w -
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 WNW w -
wsw 11.31 SSW N
I I
S sse
-IE 0.26a 3.01-8 1.50 7.0 CALM
(
.~rft**
1.51-
- > 1 3.0 MPS BRAIDWOOD STATION UPDATED FINAL SAFETY ANAL'(SIS REPORT FIGURE 2.3-9 JUlV 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
".ft.~
1.51-
>1 3.0 MPS N
I I
S NNE
-lE SSE BRAIDWOOD STATION UPDATED 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 SfATION 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 1.5~-
- > 7 3.0 flAPS N
I NNE IE SE SSlE BRAIDWOOD STATION UPDATED fiNAL SAfETY ANALVSIS REPORT FIGURE 2.3-12 OCTOBER WIND ROSE 3O-FOOT LEVEL BRAIDWQOO SITE
(<j914-191S)
NNW WNW w-wsw sw 15.91 SSW 0.26-3.0~-
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
"~'>>R".
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)
I NNW 10.21 SSW I
S NW sw W-WNW wsw 0.28-3.01-8 1 *50 7.0 CA LM I
'..lII!.I....
1.51-
>7 3.0 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALVSIS 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 ANALVSIS REPORT FIGURE 2.3-16 ANNUAL WIND ROSE 20-FOOT LEVEL PEORIA, ILLINOIS (1966-1975)
w (0
4 0 12
>12 o- ~._--e::::=:::a mph BRAIDWOOD STATION UPDATED fiNAL SAFm ANALVSIS 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 2.3-~9 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 00o oo 000o o00 00 o
000000 DRESDEN (150~35IFT) o 0
oooo 00 o
0 o
0 o
0 o
0 o
Q o
o 0
0 o
0 o 00
-- BRAIDWOOD (199-30 FT) 00 o
oo Q
o o
o 000 o
o o
o 00 G I!oii--- A --Boiil'ljt~.p.- E -<>t-F--+----G --~
o
-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 uzw 14 0w 12 a=
1.1.
10 B
6 4
0 02 BRAIDWOOD STATION UPDAT~I) fiNAL SAFETY ANALVSIS REPORT FIGURE 2.3-21 VERTICAL TEMPERATURE GRADIENT HISTOGRAMS FOR BRAIDWOOD AND DRESDEN (1974-1976)
<I" j 8 N
.5 0"
VI 0
~
!r
~
0 11.
~
w!r
!a
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a::J
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!E
~~
- ji-'
~~
!roC Ill!:
II.
Q
~
~
oC Q
11.
~
600 N
550 600 NNE 550 600 Nt:
550 600 ENE '
550 4-
~
+,1
.r::
600 en (l)
E
- r:
550 600
~SE 550 600 SE 550 600 SSE 550 i-~
i--
~
strip mines i-e:=::.
c:::J
~c:::a i-i-
i-f-
i-i-i-
strip mines i-c=o<=><=>
f-
'"'"i-f-
f-strip mines
'"'"i-c:::::Jc=::.c=::::ac;;;oc::::ac=::::a~c=:::.~o=::::::::.
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--
I I
I I
I i-I I
I I
I o
2 3
4 5
Distance, miles BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FI~URE 2.3-23 TOPOGRAPHICAL CROSS SECTIONS WITHIN A 1O-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-I-~
l-I-
I-
::===-.-
-~
~
-l-I I
I I
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 oioz
~ii
\\
I r-:
U
- \\. '
II:i I
i I
- I
- I
~,
I I
I, i
I I
- 0 r:
I i
I
~
I 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 1G-MILE RADIUS OF Tl-tE BRAIDWOOD SITE (SHEET 3 OF 3)
WNW w
wsw sw 8
.3.2 2.1.7
>7 CALM MP~ I BRAIDWOOD STATION UPDATED fiNAL SAFETV ANALVSIS 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
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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
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100 200 j
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SULFURIC ACIO
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o PONTIAC 1012345
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SCALE IN MILES BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-3 DRAINAGE BASIN OF MAZON RIVER
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DECEMBER 1991 C)
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GAUGING STATION FIGURE 2.4-5 DRAINAGE BASIN OF KANKAKEE RIVER BRAIDWOOD STATION UPDATED RNAL SAFETY ANALYSIS REPORT SCALE iN MILES 505
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'.............N rcJ 0"'
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-:£CTION 3-'?H..._.,
loP*.'
~----
SECnON-OVERFLOW SPILLWAY
zo l-
~w
--'w l-lU W
\\L
---l 535
____---.: 597 Z
w
595
<[
w
--- ~------~-~-------~.----596
~
ll::
til ll::wl-
~
....'ATER SURFACE ELE\\'>\\TICN--,
-- -/----
1\\
-~
~ Ir=-~O~ HYD:~GRAPH
-n----
SPILLWAY_CREST ELEVArIO~' 595'**3_"__
r r---I~FLOW "YD,OG,'PH j \\ '-.--------
" \\
lC- ~ti JJ___
I_~;
~--,
/ \\
j
~
r OUFLOW HYDROGRAoH T1-IROIJGH OVERFLOW SPILLWAY I
LJ.--.,.-_-=---~----n+-----.=:------~~-----.-
L /
I
--,...~---.::=--r-::-~h---T-:----~--c_:d
,,34 jl'"
2,')
30 4('
50 50 70 90 90 100 11" 120 130 "40 1=(.
35
~
l.L 30 U
oz<[
~ 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 l
~
o CIl o,...
o
({J 0
\\l')
CJ)
IZ 0
- x:
0 z
<:t IJlJ
~-
~
0,..,
o N
o enen
\\l')
CIlen
\\l')
r--en
\\l')
({J en
\\l')
\\l')
en
\\l')
'~RAIDW()ODSTATION lIPOA~i} fiNAL ~AF~ii'V ANALVSI~
~EfPlO~1 FIGURE 2.4-33 PMF WATER SURFACE TIME HISTORV
POND MAKE UP DISCHARGE STRUCTURE
"""'.",(~~
SCREENHOUSE I!<r--- DIKE --J/
CIRCULATING WATER DISCHARGE STRUCTURE
© OVERFLOW
/
SPILLWAy-l
3000 0
3000 Eff
..,Wi'
!!I S'~tI'P',
SCAl.E IN FEET
~AAIDWOOI) ~1A11(}~
UPDA'j'~1Q) W:INAl ~Af'~n ANALVSI~
~E~Ofl'j' FIGURE 2.4-34 LOCATION OF DIKE REACHES FOR WINO WAVE ANALYSIS
==="',""
lMa.....oT!l..1 El".e",cr.cy~
\\_.':0. --hJ I ~~~,~. l600~ I ' I
~-~~-="~_. j----'"
~{:"~
5ECTIO'-J 5~5t....~.$~
.lla SECTION 4-4 t.-,............_
~l.lIl-....ca DllCM__'v-
--'-!.,.."""'-o,<.'
--+---!
r--
,1
......R'U I
I JJ---=~-_L=--=_~::=~=-r=-=-:L_-=-=-r.Ft-=-='------'----===
I 1,',
__ 11 SRIP1O>~ ~~
~
iiL..-F.!£.EfO'tOf'LI!OIIO.-..flIl
.1
, I J
~.-o' I.
SECTION 2.-2 (So-s,ac.,. 0-51lS1l
---~
~
---='----=--....
SECTION 18-18 ('-5, 5-""'"
~.hOQ 0""(11:
8liT~""
sr..mON.
O*CIO
",we.,....TIQ.....
!lCoo.~
c.
tSIo u.,~.
5ECnON r6{e-~oo.c......-....4-.)
SECTION 9-9 (:10-".,-. t 11>-~.-.)
T....".. *......EOl'IOQ Oo'Ui 5ECTION 7-7 (l!I'-59DA. l 5'ToeR)
SECTION 17-17 (&-5~ ~.-.~IM)
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
\\ ~W3
~PW4
\\ ~
39.17S
\\
45+05E 4S.
[
\\
\\
\\
\\
\\
\\~
~E
/
/
/
/
/
///
._._._._._._._._._._._.__._._._.~
40+ ISE 33..405
._._._._._._._.~
.......~
47.3OE
\\
\\
\\
\\
\\
\\
o 39.ISE 24,605 j46.35E PW8 ~
P\\'i~
~
46+35E 29.085 I+-- Slurry Trench i
i ii
~._._._._._._._._.__._._._.
40.15£
!I:m
~PWI
-=--z----e::::=t
~
.095
~
I 5<H40E _>_._.~.~~
25+605
..".~'
~.-.
I I
i
LEGEND 6 LW-2 Observation 1:10/1 Boundary of coaling la~o 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
~eE fllDE 2.
I.
Data for public ground-water supplies within 10 miles are presented in Table 2.4 -22 Base mop modified from USGS. 1:250,000 series (topographic).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
~lilf0rC9nce 21.
- 2. PisEoma9ric con90uv intevval ilil SO fG09.
10 0
15 I-Ned
'i#"*
h#~,{-_I Scale in MI1:l9
~RAIDW()O~
~'fA"j'iON UPDArn~ fINAL SAIF~n IUHU."SIS RE~ORY FIGURE 2.4-39 PIEZOMETRIC SURFACE OF THE CAMBRIAN-oRDOVICIAN AQUIFER, OCTOBER 1971
I
___ ---J I
i I
I
~
I q
c--,
r---~---
I I
<Jso I
I NOYE I. Modified fi'Giil ~ 22 In print.
- 2. PieZOlMtrll:
contOl.lr Intorvol 10 50 900t.
10 0
16 r,;-~":4 J l<f,d Jet Id I
Sal\\:) In
~\\I011 BRAiDWOOD ~rAYION UPlOAi~[)) FINAL ~Af~nr ANALVSI~
~IEP(mr FIGURE 2.4-40 PIEZOMETRIC SURFACE OF THE CAMBRIAN-ORDOVICIAN AQUIFER, OCTOBER 1975
o I
I LEGEND Water Level ChangllS:
c=J Little Change tt.;~;WJ 0 to
- 60 foot Wl'l2l -60 to -100 ferat
.. -100 to
-150 feet
(&
-150 to
- ?OO fellt
~.
I I
- ~
L __-_---------.J
~
0
~
f,C;,'4~1 f~j 1.w4 l+NIj§-j I
Scale in Mllrall NOTE I.
Modified from Reference 22 BRAIDWOOD STATION UPDATED fiNAL SAFlEl'! ANALVSIS [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
~abulotion 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 REPORT
~
LEGEND Drilled Well 0
-~-
0 Dug Well
~
0 Sandpojnt 0
Unidootifiod Well IlZZ21 Braido:rood Project Site
Perforated Cop a Lock Top of Till 3"t04"Oiometer Protective Steel Casing B~-- Plastic Cop
~~-- Slotted PVC Pipe f--~r--- Sand Pock
'/ifB q.~-- 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
~~UUDWOOD ~1AliON UPOAn:~ fiNAl $A~~'fV ~NAIL"Sl~ ~~flORi FIGURE 2.4-43 TYPICAL DETAIL FOR STATION OBSERVATION WELL
~
UJ
~
OJ..
.5
..._._._~-';"-'-'-+---
3 1991 591 590 589
- J 588 ~
8 587 Ii:.
.6
~
~
OJ
{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 tl83~ly 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)
of
.5 c:
.9 i
- j c
.!?;;..
- j
-_._-~~.
~
- ~
~-:
~
~":~r:~'I<. h
_.. -'-'-~+-,+- 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
",ee~ly 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 l~
- 1",:)
25 NO..'t:.. E\\£R OCl'<iSrR i')
I~
20 l~
~
I:;'
13 Z";)
<=~
O'CTOSEft
\\~
9l;:P'f"Mrt\\::13'
!.C.. -t"!<t'3t':l'1
~
,?
,~
2:
Z'!:-
~
10 l~
20
.... Al":'Ch
~
II) 20 2.!J
~£B~V"'Ay e
10 1~
20 :t:l
.JA.'""U....Al' fE6RUAR't'
,;L;O:
==rr.,r.r.,.;;:o,.:,'=::=::i,~,o""'T'.,,":~c,-,:'
- .z::'=='i::='i:.".:~==:e-:-::r:::-'C:-:'i'-:-~':;:':;;::-r~c...,:.::.,c-=-=-'T:=r;-:7-:.;,o':-',"':-:"'-:",.;2:C':'-"~T-:'
;0
~5 :;::) :;;:".
594 592 590 588
'::J
<J) 586
~
0; 584
.e c:
0:g
~w 580 i
l-"-~-:
578
\\
r--:--;---'--':
('0-.--
-i:;~*'*
i-- -
576 574 572 570 NOTES I. Loco1iOlls 01 stotion obsenratiml tjQJln ate shOl:ll1 011 Fi\\IUre 2.4-36
- 2. Ground\\"Jaler Ievels \\"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
- §.
582 ~
c 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
~Ill ore sha.m on Figure 2.4-55
- 2. Groundwater levels were measured
",ee~ly in the absorvoticllll 1:10110.
~"'RCI--l lC, I!>
2.<) "'!II
~
~')
l~
2:>
2!5
~
10 1'5
- C 2S
!'J l~
1!>
2;:)
2~
~
10 1":
.:;.C:;
Z"
~,0 I;;
- '0
- ~
r[:',1' ;j*fJ "f' ~*j.-l,-! ~T:~'~"~:-~';'--:--':~~~LL~,,~ '~,-rbl'~.,~~,~,;*~-;~;fjl::~::":'::
~~;-:L;-*-i.:: 'i'.L,
- l.
~"
,j '*l';.,
576 572 574 590 594 c 580 o
~
1 578 w
FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1916 (SHEET 4 OF 10)
FEBRU"'RY 59~
592 591 590 589 588 tn
~
587 l
.5 586 c
~
585 0>
.5!w 584 58~
582 581 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<<A 59~
592 591 590 589 588 II) 587
- IE-..
~
586
.5O c;
585 !
0>
CD iii 584 58~
BRAIDWOOD 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 i
,~ 582 I,J
.:.)
J.,
f' i
'1
___L+
~--.,.'.-, -*-i'-----*---'-'-C r
J
-l-.-
~-.-
~1
-~,.-~---.
I i,
1 lfoW-r[-
,i
/'
.. ~-"",:,-,,_.~ __ -
~'
i
.-. -: 'j I,
iI 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:;:
0l; 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 localions of station observation trellll are shown on Fillure 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 VI
~
590 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 Ul
~
589 G
t:.
588 c.2 0
587 iii 586 585 584 582 1978
- I 10 l~ 20 2~
NOVI[".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 11l
~
591 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
~~n--t-'
--1"':;:
595 594 593 592
...J 11l 591 co
~
590 c
589
~
0>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 **
- ~*. ~i;Z*
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 levels ",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 584
~
0
~
Ii 582
~
0 W
580 578 576 574 572
~j 1973 1974 1975 1976 588 586 584 -'.,
~
c ll82
~,
- li 580 578 576 574 572
~
i 1977 I
NOTES LLocations of. pond.....natlon I10US oro allotm on Figure 2.4-"$7 2.Ground=arlefefl DCtr8 meosured 1180~" 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---
- f-~---
t:=!=1
-- f---'-----I
-+-.
t--
j
+----I--i-
--i------=-t- --'
+-r-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
--r---~
-l 19.B.L.-
t--
=-t
~
~ : 5 I
H f:----'--'-+
f----
- +-
0
~
r
~
0 19.1l!L-1929-..
- _---"-+- -
1--
'+-;
--F=t-
~
~.:-
u
.19~: i i Ii 578 LW-6
---\\.
---t LW-3 576.\\-,_,+-
574 1-+-----'
584 ill LW-5
- i
- f
~--
c 582 LW-7 c
~
~
iii 580 LW-4
r-------r----.....----,---'~
gl-----+--+---+-----t---~
o L
-l
-L
- ~--_-~
N 0 0 0
~
~
~
~
8~----l-----+----t_-~~,
0 l-S l!J en L!J I&J U.
IX I
U I.!J
.q; Ck:
U
~
~
~
~
~
I&Ja::
UJ
.q;
~
~
..J 0>
~
~~AIi}W()(:m ~rATION UPDATE/} ~INAIL
~AFlEi1I' ANALVS!S ~EP()~r 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 I
~
DRAINAGE DITCH I* t
~=,~~B.dlESSENTIAL
.~
WAl'ER DISCHARGSf~r~<t L
I'
-_.~"
':f;~CSlJP'RCULATING
~
~
PLY PIPE
~~
~..'
"'/"",,......--0--"
48 dl ESSENTIAL.
~.
WATER SUPPLY miCE
.~ ~~~CIRCULATING
~._
DISCHARGE PIPE
.~
~.
.~
~.
.~
~.==:
---~--
---~.-
200 0
I I t f I SCALE 200 I.,
I' IN FEET 400 I
UPDATED ~N~~DS~ STATION ANALYSIS REPORT FIGURE 2,4-47 ESSENTIAL COOlING POND
EL.600'*0"
-.:f.
~
=..J1 BOTTOM/POND 10 EL.5BQ~0" 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 1~6"R1PRAP 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
~~
~.
8~**
-- ----'l1l--~-'--~--
_/
~i-,§~~..
I
---..;,~~~
~
T'"""':
I
--n.~~------...--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
~
8~
~~~.-~
....._....0",
..~. ~
-J PROFILE AT t.
OF DIKE
.I:lC.oOIL.C' i'ea;tQll_
X~1Iih BRAIDWOOD STATION UPDATED ANAL SAFETY ANALYSIS REPORT FIGURE 2.4-50 EXTERIOR DIKE PROALE STA49 +00 TO STA 65 + 50
~.~r:_'~.~
__..:.*.~~~~.
=--
.0;.
- ._.-~~~ -.~-
- /"
BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-51 EXTERIOR DIKE PROFILE STA 499 + 15 TO STA 540 + 79.6