Text

Byron/Braidwood Nuclear Stations, Updated Final Safety Analysis Report (Ufsar), Revision 15, Chapter 2.0 Figures - Byron - Part 1 of 2
	ML15055A391
Person / Time
Site:	Byron
Issue date:	12/15/2014
From:	; Exelon Generation Co
To:	; Office of Nuclear Reactor Regulation
Shared Package
ML15055A389	List: ML15055A390; RS-14-338, Byron/Braidwood Nuclear Stations, Updated Final Safety Analysis Report (Ufsar), Revision 15, Chapter 2.0 Figures - Braidwood - Part 2 of 2; RS-14-338, Byron/Braidwood Nuclear Stations, Updated Final Safety Analysis Report (Ufsar), Revision 15, Chapter 2.0 Figures - Byron - Part 1 of 2;
References
	RS-14-338
	Download: ML15055A391 (121)
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AomFltýl UMM BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-1 LOCATION OF THE SITE WITHIN THE STATE OF ILLINOIS

0 1

2 3

I BRAIDWOOD STATION SCALE IN MILES UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-2 SITE WITH RESPECT TO KANKAKEE RIVER AND COUNTY BOUNDARIES

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CCe BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-3 SITE BOUNDARY AND COOUNG LAKE

Figure 2.1 Redacted

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DRAIDWOOD STATiON BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-5 EXCLUSION AREA GASEOUS RELEASE POINT ORIENTATION AND MINIMUM EXCLUSION BOUNDARY DISTANCE 1.

I I

I

RIVER LEGEND:

I-4-RAILROADS 59 INTERSTATES 3U.S. HIGHWAYS O

STATE HIGHWAYS 1650 1071 AVERAGE DAILY TRAFFIC VOLUME CITIES & VILLAGES i.m.u 1I~I, 2

3 4

5MAILIE 8CALE BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-6 TRANSPORTATION NETWORKS WITHIN S MLES OF THE SITE

N W

E SIT MILWS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-7 SECTOR DESIGNATIONS FROM 0 TO 10 MILES

N Id S

0 2

46 8

10 I

) INDICATES 1980 CENSUS POPULATION BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-8 CITIES AND VILLAGES WITHIN 10 MILES OF THE SITE

N I

f 1 11 1

%ILES, LA SALLE GRUNDY E

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LIVINGSTON ESE Z

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Sm SE SSW SSE 60 mo MILES BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-9 SECTOR DESIGNATIONS WITHIN 50 MILES

0 2000 I000 3O000 hitl BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-10 PUBLIC FACLITIES WITHIN THE LOW POPULATION ZONE

D L APERVILLE APDISON NLMUR M

MAYWOOD BOLINCICERO

.i EN A L...*r'auu.....

O0 O K -"".'

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CHICAGO H'TS HIGHLAND OAK HAM*10 FOREST PARK

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=LANSIN LA WILACONT FORREST LAKEIN COUNTY COUNTY 10 MILE50 MILE GRUNDY COUNTY

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0 10 20 30 40 so MILES BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-11 POPULATION CENTERS WITHIN 50 MILES OF THE SITE

107 106 10s NORTH SECTOR

..0'* 40 CL 0

Z E

0.

0 104 103 LEGEND:

Cumulative Population:

mm...

at 500 persons per square mile at 1000 persons per square mile

In 1990 Sa-In 2020 102 101 I

I I

I 0

10 20 30 40 Distance from Site, Miles 50 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 NORTH-NORTHEAST SECTOR 4

10' a 4:

10' C

0 E

10' 4 Ai 1-0 102 -.

LEGEND:

Cumulative Population:

at 500 persons per square mile at 1000 persons per square mile

In 1990

_In 2020 lW

= I 0

I I

I V

I U

1 10 20 30 40 50 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 2 OF 16)

107 1log-1IV.

06 0

NORTHEAST SECTOR

/

0 00

'0' LEGEND:

Cumulative Population:

at 500 persons per square mile at 1000 persons per square mile S*in 1990 A In 2020 I

2 I

I I

soI I

20 30 40 50 10, I

5 1

9 0

10 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 3 OF 16)

10' 105 105 C

0=.

0 E

U 104 EAST-NORTHEAST SECTOR

/

le 0' LEGEND:

Cumulative Population:

at 500 persons per square mile

-=a= at 1000 persons per square mile AIn 1990 In 2020 20 30 40 50 102 10' UI I

I 0

1(

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 4 OF 16)

1OW EAST SECTOR 105 0

10

//

103/

S 10'

/EGEND:

SCumulative Population:

at 500 persons per square mile at 1000 persons per square mile 102 In 1990 1 _*...

,_In 2020 0

10 20 30 40 L

N Distance from peren Miles

° BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET S OF 16)

107 EAST-SOUTHEAST SECTOR 10-

/IOf 105-06 10'

/*

10 EGEND:

=

.Cumulative Population:

am.....at 500 persons per square mile at 1000 persons per square mile 102 In 1990 A_,_-_-_,

In 2020 101 1

0 10 20 30 40 50 Distance from Site, Miles BRAIDWOOD STATION 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' SOUTHEAST SECTOR 106 105 C

0.

0 E

10' 103 lop 01P0+1 r

Cumulative Population:

o/ a... a.. at 500 persons per square mile II

.at 1000 persons per square Milo J

a In 1990

i a====,====*In 2020 102 10l i

t a ~ I I

I I

0 10 20 30 40 5(

Distance from Site, Miles 0

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.1-12 1990 AND 2020 POPULATION DENSITY WITHIN 50 MILES OF THE SITE (SHEET 7 OF 16)

107 106 -

105 SOUTH-SOUTHEAST SECTOR

/

op

!/

LEGEND:

Cumulative Population:

at 500 persons per square mile at 1000 persons per square mile In 1990

_In 2020 S

U 0.

0a, 0

0 U

C) 103-0V 102 1ln1 U

I I

a W*

0 10 20 30 40 50 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 (SHEETS OF 16)

4IOy SOUTH SECTOR 100 10s -:

jfo

-O

/

0/

1/0 o/

C.2 10' I

E 103 1_

EGEND:

Cumulative Population:

-.-.--.-. at 500 persons per square mile at 1000 persons per square mile 102 -0

=,====,,

In 1990 UIn 2020 10, =,-T---

1 o

10 20 30 40 so mlstante from Sitep Miles 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)

107' SOUTH-SOUTHWEST SECTOR 100 lop

/

IL° O 1'

///

a.

0a-/

E

-"LEGEND:

Cumulative Population:

- --=

--.. at 500 persons per square mile at 1000 persons per square mile 10U p

In 1990 In 2020 10,

i w,

0 10 20 30 40 50 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 10 OF 16)

107 106 10' SOUTHWEST SECTOR

,4P LEGEND:

Cumulative Population:

at 500 persons per square mile at 1000 persons per square mile In 1990

_In 2020 C

0 06 0

E.

10' 103 102 101 =5 3 I

I I

I 1

1 I

I I

1 0

10 20 30 40 s0 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 11 OF 16)

10-WEST-SOUTHWEST SECTOR 10.

o o

105-G 104--'

/

0° 9L 101/

C

.I S10' LEGEND:

ZýCumulatlve Population:

=--.....

at SOO persons per square mile mm.c.w at 1000 persons per square mile log In 1990

~In 2020 0

10 20 30 40 50 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 12 OF 16)

10' 106 10° 10o°

/ /

0.

10 1

0.

S 103 LEGEND:

Cumulative Population:

at 500 persons per square mile at 1000 persons per square mile 102 w-, In 1990 A-

=. In 2020 101

, 1 1

0 10 20 30 40 50 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 13 OF 16)

10' 1 WEST-NORTHWEST SECTOR 106 06 lOB

/

0 0

0

/

1/

//

o a,

E LEGEND:

Cumulative Population:

at 500 persons per square mile at 1000 persons per square mile 102 o In 1990 In 2020 10 1 1 1.

T--..

I I

I '

1 0

10 20 30 40 so 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 14 OF 16)

107 m

N NORTHWEST SECTOR 10 105 0

E 104 102 LEGEND:

Cumulative Population:

at 500 persons per square mile at 1000 persons per square mile In 1990

_In 2020 102 1U L

I0 10 20 30 40 Distance from Site, Miles s0 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)

10' -.

101-10' NORTH-NORTHWEST SECTOR

-0CP0' CL a

0.

E 104 10, LEGEND:

Cumulative Population:

at 500 persons per square mile

-- at 1000 persons per square mile In 1990 In 2020 102 101 i

= I' ~9 1

1

1.

I I

I 0

10 20 30 40 50 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 16 OF 16)

ol c~l COAL CITY BRAIDWOOD a

156 MATTESON (PVT)

+4.

PLANT SITE BRACEVILLEG 4-FILLMAN (PVT)

GARDNERIS SESSEX U

SOUTH WILMINGT ON VAN VOORST (PVT) 0 5

1OMILES LEGEND 8

CITIES & VILLAGES t

AIRPORT N-g AIRWAY Ilfll i

a BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.2-1 AIRPORTS AND LOW ALTITUDE FEDERAL AIRWAYS WITHIN 10 MILES OF THE SITE

Figure 2.2.2 Redacted

NO. OF TORNADOES PER COUNTY (1916-1969) 54YEAR PERIOD 0

SITE 90' Scale of Miles 0

20 40 60 so 10O

, i l

10 I

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

N 10%

WNWENE W

2.25E WSW ESE SOW 10.34 S

E SW SE 0.26-3.01-M.50 7.0 3.0 BRAIDWOOD STATION MPS UPDATED FINAL SAFETY ANALYSIS REPORT=1 FIGURE 2.3-2 ANNUAL WIND ROSE 30-FOOT LEVEL BRAIDWOA7 SITE.

(RA9DW-OO9SIT

N WNW0%

12.047 wmE

.86

-E 110.94 WSW ESE SW SE SSW SSE 11.04 s

0.20o3.1 G

Y 1.5 1-

>7 BRAIDWOOD STATION 3.0 UPDATED FINAL SAFETY ANALYSIS REPI MPS I

ORT I IGURE* 2.3-3 JANUARY WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976)

WNt 10.

NWN NH 8

NSWW WSWW 10.2 SSW 0 26-3.0 1-CA

'5 7.0 3.0 MPS NNE BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2:3-4 FEBRUARY WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-19761

N 11.64 WNW WSW SWSSSW 11.57 0.26-3.01-

1.

7.0 ALM 3.0 MPS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-5 MARCH WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976)

NWN WNW W

WSW SSW 11.36 0.26-3.01-7.0 Q~~1.51-"7 3.0 MPS a

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE. 2.3-8 APRIL WIND ROSIE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976)

N 10%

WNW ENE 6%E WSW ESE SWW S E S

0.26-3.01-157.0__

ALM BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT 3.0 M PS

n

1 BRAIDWOOD SITE (1974-1976)

N 10%

WNW ENE W

2.31

--E WSW ESE 10.1 SE 10.091 SS 12.20 S

SSW 0.26-3.01-CALM 1

BRAIDWOOD STATION 3.0 UPDATED FINAL SAFETY ANALYSIS REPORT M IP S.

I FIGURE 2.3-8 JUNE WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-.1976)

10%

WNW 8%

ENE S4.88 I-E WSW ESE SSW S

026-3.01-S.l-

>7' BRAIDWOOD STATION 3.0 UPDATED FINAL SAFETY ANALYSIS REPOF MPS E

I FIGURE 2.3-9 JULY WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974.1978)

N

NW N WNW W-:

4.6 WSW w-sw 12.30 SSW 0 26-3.01-CALM 1.5*-

>7 3.0 MPS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-10 AUGUST WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976)

N NWN WNW W-4.8 WSW sw SSW 10.39 0.26-3.01-

.0.

CALM 3.0 NIPSI NNE BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-11 SEPTEMBER WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976)

N 1o%

WNW E3 NE W -2.92 Eb

-E W SW ESFE W

SW S

!ES 12.40*

e SSW 14.44 S

0.26-3.01-CALM UPDATE 7BRAIDWOOD STATION 3.0 UPDATED FINAL SAFETY ANALYSIS REI M P S PORT FIGURE 2.3-12 OCTOBER WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-197g)

N 10%

SENE WNW Wsw WSW

-E ESIF 0.26-3.01-CALM7.0 3.0 MIPS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-13 NOVEMBER WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976)

N 10%

WNW EENE 6%E W -1.50 I-E WSW ESE SS W SSE SSW

~10.051 S

S 0.26-3.01-CALM 1.5 7.

BRAIDWOOD STATION 3.0 oUPDATED FINAL SAFETY ANALYSIS REPOR M P S

. T FIGURE 2.3-14 DECEMBER WIND ROSE 30-FOOT LEVEL BRAIDWOOD SITE (1974-1976)

H 10%

WNW ENE 4%E W -.

25 E

WSW ESE S W S E 10.27 SSE SSW S

0.26-3.01-CALM 15 i 1.

5 1

>7 BRAIDWOOD STATION 3.0 MP0 UPDATED FINAL SAFETY ANALYSIS REP(

M P S.

)RT I

F*URE 2.3-15 ANNUAL WIND ROSE 199-FOOT LEVEL BRAIDWOOD SITE (1974-1976)

N NNE WENWEN W

3,.5L WSW ESE sw SE S

ASW SAI BRAIDWOOO STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-16 ANNUAL WIND ROSE 20-FOOT LEVEL PEORIA, ILLINOIS (1966-1975)

N wF 81:12 S

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-17 WINTER WIND ROSE 19-FOOT LEVEL ARGONNE, ILLINOIS (1950-1964)

w BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-18 SPRING WIND ROSE 19-FOOT LEVEL ARGONNE, ILLINOIS (1950-1964)

NV s

6ý=Lmph BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-19 SUMMER WIND ROSE 19-FOOT LEVEL ARGONNE, ILLINOIS (1950-1964)

N Io a%

19.6%0/

w'ý1 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-20 FALL WIND ROSE 19-FOOT LEVEL ARGONNE, ILLINOIS (1950-1964)

PASQUILL STABILITY CLASSES A

D*-_ E F

26-24-22 -

20-F 18 -+-

0 z

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I 16 14--

12-10-8-

6-4-

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0 0

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o o

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DRESDEN (150-35 FT)

ý 000 00 00 0 0 00 000 0 0 0

0 000 0

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I v

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I 1.5 3.0 45 6.0 7.5 VERTICAL TEMPERATURE GRADIENT (°C/100M)

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-21 VERTICAL TEMPERATURE GRADIENT HISTOGRAMS FOR BRAIDWOOD AND DRESDEN (1974-1976)

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L.

, L:

ff

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N NNE NE ENE 4.1-0, 600 550 600 550 600 550 600 550 600 550 600 550 600 550 600 550 E

strip mines strip mines

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I 2

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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 1 OF 3)

S SSW SW WSW 4-

.4~3 w

=

600 550 600 550 600 550 600 550 600 550 600 550 600 550 600 550 W

WNW NW I

I I

I NNW 0

1 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)

S

.3*

a a

3 3

a a

L~.LWOIIH 3

3 BRAIDWOOD STATION UPDATED FiNAL SAFETY ANALYSIS REPORT

.FIGURE 23-23 TOPOGRAPHICAL CROSS SECTIONS WITHIN A 10-MILE RADIUS OF THE BRAIDWOOD SITE (SHEET 3 OF 3)

N WNW W

WSW SW SSW BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-24 ANNUAL WIND ROSE FOR 10-METER LEVEL AT CLINTON POWER STATION (5-72 TO 4-73)

N WNW 10.10 ENE E

WSW ESE SSW

I SSE s

0.26-S...50 3.01-7.00 1.51-3.00

> 7.0 MPS NOTE:

ANNUAL VALUES BASED ON DATA COLLECTED OCTOBER 1, 1976 THROUGH SEPTEMBER 30, 1977.

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-25 ANNUAL WIND ROSE FOR 375-FOOT LEVEL AT LASALLE COUNTY STATION (10-1-76 TO 9-30-77)

N w

6.3E S

1-3 4-mph CALM BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.3-26 ANNUAL WIND ROSE FOR 35-FOOT LEVEL AT DRESDEN

Figure 2.4-1 Redacted

Li 4Ikljg Ii I, 7 II 70U P~ ~/Q~

I, M.

~

(L26 7-

-0 0

P O 2

~

mr LEGEND:

EXISTING DRAINAGE NEW DITCHES DIKES PROPERTY LINE 3000 0

3000 SCALE IN FEET cFr -------

\\L 7 To MAZON RIVER

-I

-4 0

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-2 SITE CHARACTERISTICS AND CHANGES TO EMSITING DRAINAGE FEATURES

410 30 410 Io0

(,)

410 00, 0 PONTIAC BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-3 1012345 SDRAINAGE BASIN OF MAZON RIVER SCALE IN MILES

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REVISION 3 DECEMBER 1991 LEGEND:

0 TOWN OR CITY V

GAUGING STATION lITI0 5

0 5

to IS SCALE IN MILES BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-5 DRAINAGE BASIN OF KANKAKEE RIVER

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,L SAFETY ANALYSIS REPORT FIGURE 2.4-6 IHYDROLOGIC NETWORK L

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I*

I.

Figure 2.4-7B Redacted

qn 0

220 -

200 -

180 160 140 -

120 -

100 80-60 40 20 0

192 240 288 336 TIME IN HOURS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-8 UNIT HYDROGRAPH AND PMF HYDROGRAPH FOR KANKAKEE RIVER NEAR WILMINGTON

l-i z

z z

w 49 0

4

STAGE AT KANKAKEE RIVER ABOVE CUSTER PARK, IL.

IN FEET BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-9 KANKAKEE RIVER STAGE AT CUSTER PARK VERSUS DISCHARGE AT WILMINGTON, ILLINOIS

VA-U.

w 0~

4r I _______

I ______________________________________________

102 50 a) 512 516 520 WATER SURFACE ELEVATION IN FEET 524 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-10 RATING CURVE FOR KANKAKEE RIVER NEAR WILMINGTON GAUGING STATION

0 C'j Do w

0

6) n N

s~j: aNvsflOHJ. N 398VH:)SI(

0 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-11 MAZON RIVER 3-HOUR UNIT HYDROGRAPH

I Il I L L 0

0C) 0 0o 0

0 o

oo 0 0

0 0

0

f.

(D fl)

IT In J

SJO NI 398VHOSIC BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-12 3-HOUR UNIT HYDROGRAPH CRANE AND GRANARY CREEKS AT THE CONFLUENCE WITH EAST FORK MAZON RIVER

0 IW 00

-n 0

LL0.

-i U.

zz L.

00 W

wr LA.

L?

U.

N

___00 z

~

oW 0~00 so NvsnoHJ. NI 398vHosic BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-13 MAZON RIVER PMF HYDROGRAPH

0 0

0o ILL 0

8 Ix a.

x0.

L L 0

0 z zb.5 0

0 Io x

w

D o

U, W

0 0N 0

0 CD 0

W N

cy N

SAO aNvsAOHI. NI 398VHOSIC 0

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-14 CRANE AND GRANARY CREEKS PMF HYDROGRAPH

50 570 560 a)N lI-550 Z

0 540 530 520 500 2500 DISTANCE IN FEET BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-14a TYPICAL CROSS SECTION OF THE KANKAKEE RIVER NEAR THE RIVER SCREENHOUSE

590 w

W 580 U-

4,570

.EAST FORK S570 I'

MAZON RIVER, I.OMILE

,UPSTREAM FROM THE

.JUNCTION WITH I

GRANARY CREEK 560 1

1 0

2.5 5

7.5 10 DISTANCE IN THOUSAND FEET SECTION X-MU2 590 LL-580 z

0w 57 4

E.AST 3FORK MAZON RIVER, 2.5 MILES WU 570 UPSTREAM FROM THE

-j JUNCTION WITH uii LU GRANARY CREEK 560 0

2.5 5

7.5 10 DISTANCE IN THOUSAND FEET SECTION X-MU I BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-15 CROSS SECTIONS FOR EAST FORK MAZON RIVER UPSTREAM FROM GRANARY CREEK

I-J w

IL.

0 I-w 610 S00 590 580 570 560

______________/CRANE CREEK NEAVUNTO WITH GRANARY CREEK 0

100 200 DISTANCE IN FEET SECTION X-CD 300 400 610 IL 0

-J LU 600 590" 580 570 560 0

ICO 200 300 DISTANCE IN FEET SECTION X-CU 400 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-16 CROSS SECTIONS. OF CRANE CREEK

610 600 w

Z 590 580 570ANRY CREEK NEAR JUNCTION WITH CRANE CREEK 560 1

0 o00 200 300 400 DISTANCE IN FEET SECTION X-GO 595 I-w U-z Z

0 59O0 0

I

~~~GRANARY CREEK30 IE UPSTREAM FR0N THE JUNCTION W

WITH CRANE CREEK 585 0

500 1000 1500 2000 DISTANCE IN FEET SECTION X-GU BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-17 CROSS SECTIONS OF GRANARY CREEK

580 LI-w U..

w

'-jz 0

LIJ

.-Iwa 568' 1

1 1

1 0

6 12 18 24 30 36 42 48 DISTANCE IN HUNDRED FEET BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-17a CROSS SECTION OF GRANARY CREEK JUST UPSTREAM OF EAST FORK MAZON RIVER

590 I-580 ww IL z

Z 570 0

4

-J i

560 550 590 5

10 DISTANCE IN THOUSAND FEET 20 SCTION X-MD2_

580 ILL zz_

o 570 LUI

-1 IU 560 550 4

MAZON RIVER BELOW THE JUNCTION WITH GRANARY CREEK 0

5 10 15 DISTANCE IN THOUSAND FEET SECTION X-MD J BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-18 CROSS SECTIONS FOR MAZON RIVER DOWNSTREAM FROM GRANARY CREEK

-,om J L......

~T~L~;--.

~

~p V..

-~~a~Ti -

I..

-1.

~.j

.~s -.

~

7-7T a

I-V) wV a

,y Lz t

>1 I

r L.

7"1 Ly n

E V

I ZMV I

A~ ~4 CAt7K q3 1%

z

'~N. ~

21, j

1~

s 7

Mir

~Ii~

I

-t o

IL 3

A F-S. S S

g r~*

CT~~

CAE 0 0 0

50oo0 SCALE IN FEET

-I

i~t Go

~uj~

~~rm c~i~ j'[

)s' Eli

D

1 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-19 CROSS SECTIONS OF MAZON RIVER.

CRANE AND GRANARY CREEKS

-I.

I-'

.30 A

,~ 1" U

10O5

.91 64

/

l4 (AJ

'9 w

0 SECTION X-mu2/

SECTION X-MUI 102 560 570 580 590 600 WATER SURFACE ELEVATION IN FEET NOTE:

REFER TO FIGURE 2.4 -19 FOR THE LOCATION OF CROSS SECTIONS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-20 RATING CURVES FOR EAST FORK MAZON RIVER UPSTREAM FROM GRANARY CREEK

LL.

z w

(A a

2e 5

_5 5

5 0

565 570 575 580 595 590 59!5 10 WATER SURFACE ELEVATION IN FEET NOTE: REFER TO FIGURE 2.4-19 FOR THE LOCATION OF CROSS SECTIONS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-21 RATING CURVES FOR CRANE CREEK

ILe 10 00 570 575 580 WATER SURFACE NOTE: REFER TO FIGURE 2.4 FOR THE LOCATION OF CROSS SECTIONS 585 ELEVATION 590 IN FEET 595 BRAIDWOOD STATiON BR*AIDWOOID STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-22 RATING CURVES FOR GRANARY CREEK

U

-SECTION X-MD I L9 Ix 4j 10 550 560 570 580 590 600 WATER SURFACE ELEVATION IN FEET NOTE REFER TO FIGURE 2.4-19 FOR THE LOCATION OF CROSS SECTIONS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-23 RATING CURVES FOR EAST FORK MAZON RIVER DOWNSTREAM FROM GRANARY CREEK

14 f

fn 0N In F-0 u.I w

WO U)N 4

~cyI ON W

0 t

C~In 0I In In 0

133.4__

NINLLA1 ORAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 24-25 AREA-CAPACITY CURVE FOR BRAIDWOOD POND

.2

- I -

3/4>

N'.

cr.

Ch.

L 0

-9 p -J PEROýi4ERAL ORýA4NAE DTCM

.0NTUZ Zr F=7t F

W0-I

DRAJDWOOD STATION BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-28 BRAIDWOOD POND EXCAVATION AND FILL

"4 Baa Ba, a

a 0.-ne.

B..

43

5'U PLAN -OVERFLOW SPiLLWAY 4.I BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-30 PLAN--OVERFLOW SPILLWAY

SECTION 6 §gaaCN 1 SECTION 7-7-.,.. _--"

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT s'CTIo, 5*-

FIGURE 2.4-31 sEGTtON-OVERFLOW SPUIWAY

InI 597

)

z z

WATER SURFACE ELEVATiCti~

4

/7 I-INFLOW "YOROGRAPH u

a:

U, U 15 I ~ INFLOW A'DRIOGRAPH I,

I I

ANITECEDENT 5O%PMIF SIORM II_____

JL -

--- ---1---------

20 30 4(

9070 s

90 ll0 I,,

~c" 130

'AC la TIME IN HOURS BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-32 PMF INFLOW AND OUTFLOW HYDROGRAPH

0 0D 0

4nc 0

x 0z 0

0 (0

133-q NI NOI.LYA3-13 33vY4fls u3.Lwm

~RAJDWOOD STATION

BRAIDWOOD S'TAT"ION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-33 PMF WATER SURFACE TIME HISTORY

OVERFLOW /

SPILLWAY---

3000 0

3000 SCALE IN FEET BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-34 LOCATION OF DIKE REACHES FOR WIND WAVE ANALYSIS

IrE 10 '*111il t& II secy.oý 2-2 C.S.-

s.-

SEcr i cx

-i-i,,

5ECTION 18-16 1

4 iil~qi

lr1-l

.sE-TIO O(-

4 4

)

15ECtION

3-3Si*

m,*. -

4

÷- -

-c*0 SECTION~.

4-I!

,-,i 5:

L Se:r--oN 1-1/-Zz 5E~TIOW 7-7 (.....a & OrcOct t.3rE -

~.

r'~~

1 ~A~V~

iDOs.J4LLIr.41Z2c..fltLSO.0 Sb UAA*V 'U'5 SECTION 17-&7 (..s, Sc-*4~)

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-35 DIKE SECTION AND DETAILS

51

,.*BI LEGEND

+ Obserwation WWI.

Shrry ftxhn

ýPws

'14.17s NOTES I. Slurry trcnch depth is 2.0ft.

Into till.

Z. Typical aboorvation well detail is shotm an Figure 2.4-43

3. Water levels In these observation aells are shown on Figure 2.4-44(2 shoots).

0 130' AppIodmo* Sacn: I'- iSo'

/

./

40#15E BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-36 LOCATIONS OF STATION OBSERVATION WELLS

I-Y-A p2' ZY

"J L

~,

-x LEGEND NOTE C6LW-2 Observatiuon uoti

1. Avompg m"nIIy ground rmter levels low 0

2w0 RIWO TTO an Fihoobermj 2.4 i

-hw 45 UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-37 LOCATIONS OF POND OBSERVATION WELLS

REVISION 15 - DECEMBER 2014 Sadwc 2

21~tr

~

Ih 4

L r1?L 71' 30--

5 0 52 5-..

7--~~~~~~~~~

92°I*

......*q**

Legend 10 Mile Radius Highway Stream Lake Bay or Estuary or Ocean National Park or Forest

AN 25 Mile Radius -

Major Road Internittent Stream.q= Swamp or Marsh Lake Intermittent State Perk or Forest Local Road

- Canal Reservoir Lake Dry Local Park or Recreaton Area Minor Road Dam Stream Reservoir Intermittent Nat Forests (Region-Local)

Other Road Glacier Canal Urban Areas (Regional)

Major Ralload Lines BRAIDWOOD STATION 7UPDATED FINAL SAFETY ANALYSIS REPORT:

FIGURE 2.4-38 PUBLIC GROUNDWATER SUPPLIES WITHIN 10 MILES AND 25 MILES

REVISION 15 DECEMBER 2014

REVISION 15 DECEMBER 2014 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-40 POTENTIOMETRIC SURFACE OF THE CAMBRIAN-ORDOVICAN AQUIFER FALL 2007

REVISION 15 DECEMBER 2014 I

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-41 CHANGES IN GROUNDWATER TABLE LEVELS IN THE CAMBRIAN-ORDOVICAN AQUIFER BETWEEN 2000 AND 2007

t

'FF0I--

IFL iHY'.11>0- K OFF <OFEP FROM FUWS, BIJýtR 0ak,)

F.ý WEId ilit-F FFrF::40h IlO F Ol FR:I2,O BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-42A DEEP WATER SUPPLY WELLS WITHIN 2 MILES OF THE STATION AND PREDICTED CAPTURE ZONE REVISION 15-DECEMBER 2014

18 Tll ff t'FO~

rF F

AVAA r 0t0 FEET AW~AY. DR~\\'

>AVE 0 0 0 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-42 B PREDICTED DRAWDOWN STEADY STATE PUMPING CONDITIONS OF THE WATER SUPPLY WELL REVISION 15-DECEMBER 2014

I 'Ita 2 Id Diameter Blonth PVC Pipe NOTES I. Not drown to scale.

2. Location of observation wells are shown on Figure 2.4-36 SRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-43 TYPICAL DETAIL FOR STATION OBSERVATION WELL

REVISION 3 DECEMBER 1991 t*1 Jultl

'ClOOLS 58W 58i

C :1 15 M ft it to oOF:

11.:1:11 i :Ii! i i!:inl ne;.; i; t.

]} 59 1-1 : ! ::: " :

1 olv- : :

,.,*.It.;p:

N:22

.. T 590 589

'T 1 *.5.. ;..-

i-t i

ET

-A 0S U.

a Da K

.i.r......

53 IBB

7 j

F:

J 588 12 X

7 1: ;i

.K.LfE,.- -Ttl-p I I ::., 1".

.... 77ý i::tr t

m..: it

.t......-

~

~.

987 -,

X.

T.,

J4-2--*.

~~T I

7_____________

F T:

564 591..

596.

I 589 T

..~

.... I

~590

--,--44599 71-

\\r flj 585

J1 tl 584 5 84

.ir X 11 1 ?SIt' I

as 7! T 17-7---,

1976 NOTES L Location of smtion observation cells are shon oan Figure 2.4 -36

2. Groendwaeor levels were measured umably In the observation wells.

3. Groundwater levels measured in PW-I and PW-2 were affected by the excavation of a neaby slurry trench in December.

BRAIDWOOD STATION UPDATED FiNAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 1 OF 10)

REVISION 3

DECENBER 1991 S~iJ. itt

-,JLA44 4.4,41 QAILMIA

~1OBIS 1

1 I

~

1 Is I

1-1 S

ID is ;11 1

~ 1 1 M 7

.0 is 7,.

a-z 1

~

z*IIIf:

-i~f qr..--

77 3591 590

-I 2

II.

C a.9 Ia

]588~

L; 4! ýz 4Z

!-7*?K* i '!T*:'.

4 Mr 1 T-7, ý WIN 11:: a l

I I..

h : V' !

C:

-.1:.z~

I im

.444

-2:!: :7..

4

-EiiiH2 A-.E m

T-a 1....

587 58

585,

.i

,.,t.

I

.4 591.

59C

-J 2

-5sf I..

.8 5sf I

~ViIj~~..I

___4____

588

'j:

~

I 586 58

I'J

_asfl I

-J

-I :-

V.

5 8

-IIn 2

U-N Ia 586:.:7L

.4C 4: !

I.1:

10 It 71..1 I

IC II 25 25

'II 5 1..

'tI II 01 J$WA$I ICBPI,&ft,

~CI'

.rC NOTES I. LoWios of station obseriolnw*

m llis are shown on Figure 2.4-36

2. Groundatoer levels were measured weekly In the observalion aells.

1976 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 2 OF 1o)

REVISION 3 DECEMBEER 1991 zz

.L.

15 2 i

592

-1 594 7

590j~r j

9 588 rT::

see T

jj~~

co 58r.

H'56 F

CtT

.!584

\\iýF 11-.

'7.jt t 4*

586

-8 7

584 Z52~

.71=.t.~s 2

578 578 576 [T576 57

-\\

4L.T 574 J_

57 572I 57 0..~

F F

NOTES 1977 I. Localions of stOtion obseotima txolm a WrliroI stole is different tman orer ame uhown on Figure 2.4-36 sltaion observation well graphs.

BRAIDWOOD STATION

2. Groulndater levels were meoamtelk UPDATED FINAL SAFETY ANALYSIS REPORT weakly In the observation im:o11.

FIGURE 2.4.44 GROUNDWATER LEVELS IN STATION OSSERVATION WELLS, 1976 (SHEET 3 OF 10)

REVISION 3 DECEMBER 1991 DEC".&.f JA NU A QY L

P I S

~E

~

C O S 5944

.0-8.4Q 594 592 590 588 586 588 586 CJ 584

-T~.

I 4

4 4-i N \\ ~

. d ~

l ~

~~~~~~F 1.7*

'~L 1. 2 ]4

-4 F

4 '

7.1_

V.

2.

A.

A.' P.4-V' 4

41:

4j I.,-,.

4 S: j 4L 4~ U - ~

.- 4 4..,

5 8 4 C.

-~~~T F

4~4

~v K

580

-F--

5 7 48.

-I 57 04

~

1 572,,

4--l' E_

580 578 576 574 570 568 T

77;-

-i.-7. 7 as T 10 NOTES 1977

1. Locations of station observation valla OM Show on Figure 2.4-56

2. Groundwater levels were memrad veekly In 1he observatim tmilo.

3. Vertical scale Is different than oftier station observation well graphs.

BRAIDWOOD STATION MATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS W STATION OBSERVATION WELLS. 1976 (SHEET 4 OF 10)

-AU-P flflU*.-

MOOC.

A.060S B ~l**

5061*

MAY J.406 JULY AUGU" WfYI*3 Otfl N500 S ~

~

1 1.so~

2er., 11 1

os.oI s

.5 a

a sas

'I E

S osm s

S44**

593 592 OCCR-an A

I A-593 592 591 590 589 X71 4

OL-'

1 j~44-

-A (ft IL C.2 a

Ehi 587 586 585 584 583 582 581 580 579 M

IM rl IkU L

1 211 4A l I 591 590 889 588 587~

586 585 584 583

.1.

"7

.T K

1Th11 t1 I..,

SIX

q

.. ~

~

s q

-1*.

4 T_

Is. ol l-.......-

V Fi T-

1,' EI Ff

1. Is

.9 UGUM

...I.

582 S81 580 579 340430 t.....0*

I A-.03 04046*3Lo 6 4040*006 540463036 640 0.0 AIRLMAy JUhg JULY 0

1$ 1.

1. A...~

OCTO.B

0 OI[Cl[M ISll*

NOTES I. Locatioms of station obeervathln call ore,hown on Figure 2.4-36

2. Groundwater levels were measured oveakly In the observollce

=llo.

1977 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 5 OF 10)

MAI J-N.

0r 0

595 594 593 592 591 590 589 588 587 586 585 584 583 582 T

7,

~~

........ o:*

o s

oi

=

TT 77I "771

. i

-T/

I i

I - ":*

... i

NOTES 1

1. Location of station observation wells are shown on Figure 2.4-36

2. Groundwater levels -we measured weekly in the observation wells.

'_2 1-IJ

.. 7 A--

L I 7i2 595 594 593 592 591 590 589 588 587 586 584 583 I 582

_j U,

7 BRAIDWOOD STATION UPDATEO FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS. 1976 (SHEET 6 OF 10)

I......

C.

AflIL

1.

J 5.6

.0I.0 1 ¶1.

1.2. 25

.1 00

.0Ž

2.

810

.1 0 25 3

15

02.

s

$101 meI J.1Y ALIOU.T 5 Is2.

3 O 1.

es

1.

01

e.

I0s B F.FrYI'M j£rt 0cTh0 0012C 0000MsI.

.,."?'3..

I

~

'.!..I~

595 594 593 592 591 590

.9 589 588 587 586 585 584 583

-:7t 1;

1:-

-Vi

.- Jt.

1.5 1

M.1

,J~7 01012002 0100200 3113203 3

O 320 2

3 0 I7007 596 595 594 593 592 59i

-JSn 590 -S 589.E 5.9 58aj 587 j586 585 58458 3

1. 11 1. as a 10 3,s= 2$ as

.o is :.

NOTES I. Localeios of stotion obsevation wells are shown on Figure 2.4-36

2. Groundwater levels were measured ceekly In the observation wolIo.

Jul*e Jul.

1978 01 I

2 2

0 0

5 02 3

0 Y

0 5

I 02 51130 IUIO

OOhC 0,00 WOoC 0Cfg 8RAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS. 1976 (SHEET 7 OF 10)

I... U.-Y 5.0500

-11 1...

1-E-JL U~R (lMK S~S 10522 a

~S2Z Is

.0 1S 1

10 1.22..

1502 11

1S2

0.

10 Is20

1.

.OS 02

. Its 1

OCYOflA

.. 0VESI DECISSEW 5t0,Y202SSIOISEOOSSO,5202S 595 594 593 592 591 590 589 0

Z 5t*

587 IaiJ 586 585 584 583 582 7-.7.

HE TI

Xw"i'<

7

.7 i-i

j: u:

-~

I" I

I p2!:

7-17-______________

-I-,

p:

70005 2

2112 b

Sl S

a 0

0 5

S0Y 0s SlY 03 0,rh l

0505 S

- 2J II OS 5I t2 f

lt 2

P55*2 S50 PSYJS UYA G ST*ff G 50 1 0550102OCME 595 594 593 592 591 590

.J 589 588.S see 586 585 534 583 582 1978 NOTES

1. Location& of station observation aftl aroe shown on Figure 2.4-36

2. GOomdusdter levels were mneaowed weekly In thes observation wollo.

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 8 OF 10)

JANU-ff TCU..Re.

-1LC OAT StifS A-1 aUGS 9(PTC.se clOf utC~jOSO OccUSSO Is a.tI 102 56 2

29 597 U I. Is

~1- -~r~i ii

+

597 L*

44;~ ~

z 596 595 594 593 592

-J 0) 590 C

.2

-2 588 587 586 585 584 1

~

4 ~jilLJ 7

jjj~j

.~U LJj1 JtithI M

595 594

--zt:n Nli 593 592 I~~21I~

7 -*

,.-'; sjjI

":1;*

.J L

P 2

.. 1..

i YT i:h1 lij~

h:

E~i ~

~

.. ~A;.

-~~~~~-

WE-1:22:~i~_

.',F1J I

~-+/-

2! v;:

1 2:-T;.~PE t-

74 T

.In 591 590 589 588 586 585 584

.L.i..

1.

LJ_

40 r

T

'd :Ar

L dd14:

. l

" I

f -

[ "I " I

[

f i'l

~12ti -t~ 7j~4~

I ~EL~ t ~

tO tO 20 20 5 tO IS tO 25 11DW 0 Is 1978 I. Is Is Is96 O*8 OIS2 5

8t S28

'UL, UUT S'8SS 010 io 6s go Io 00080m 0cO -nIs NOTES

1. Locations of station observation wallo ors shown an Figure 2.4-56

2. Grottodwater levels were meem ured weeklIy In the observation callo.

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GROUNDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 9 OF 10)

U

1.

s W0 a *o as ao o50o5 I

201.50so a

ts o9

a.

1 1.0is

a.

S

1..0 5

0 0 a. 25 a to Ia iota

.0oas'sag 0ac55055 to0I 03 aI S2*

4..11.4...

.I.4

.4 I4..,~t,.4597 597 596 595

~L::l~:,~

596 595 4

17-

594 594 a:

ZZ, "L

10=4 593

=

-J A

o'I 592 591 590 589

.4~4Z14~ZZ2i Z-..

'a---

P-

a-2-41 2:-'A L-Cj 7 7 V K, T 14 11 Z:

I Ll 593 592 591 590 50 589 584 5689 7-:1

.1-7..

U nfl? ~

a-.7 z!,r*a -*7J*s::*

7I 1

~

~.

7~I~~+

T~

~ysifla ~

H-1

.*.....,,I......,.-...~

586 585 584 p1 Xl::

a:

T.

t HTl 10 *oS

823 S

aaaa S

s522 soau~

a1 0s~o 2

5:,a a

so 11 2.a Mio d I11 os k Bs is z za a

I 153085 a IC IS *0 as a

10 D15 205 9

ID 1S 20 5 1 10 1 20 8 NOTES I. Locatias of slation obsea-atim eIa are shcan an Figure 2.4-36

2. Giawmdwter levels wero mecoureg oeokly In the observotkm volb.

1978 BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-44 GRONIDWATER LEVELS IN STATION OBSERVATION WELLS, 1976 (SHEET 10 OF 10)

592

.4 a

590 588 586 582 Sao 578 Sm 574 572 NOTES iI~calian alf-od obsrvaton calls are

,ia an Figure L.4 -37 2.Gromdcambros weremeasured weekly in. Ific aboarvotlon colb.

&Grourdualwr levels Imecered in LTI-I care Caffted by waelr Iloeat to car adjacord ditch (Subsectlam 2.4.13.2.2.2).

4.LW-2 os$ gr"eted closed durlg May 1977 dus to carstructtoa of the lake dike.

BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-45 AVERAGE MONTHLY GROUNDWATER LEVELS IN LAKE OBSERVATION WELLS (SHEET I OF 2)

592 590 LW-t 588 586 584 LW-5 582 LW-7 58D LW-4 578 LW-6 12

-- 4---

--4-4-,--f-i I+--t i -t-*, --

1--- --

i-*

-i I--

I-I I

T I

I 592 590 588 586 584 582 0

a U

580 578 576 574 H-F-

.1' K. IIi7Ha~z-1ý I.

i 1 1 i 4 1

K - I VE 4 -+-f i i 574

---i-f- -F--+

- I 572~r

- i

-+-- ---4

F I I i -

S.

I

-- 4--

I I

iBRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-45 AVERAGE MONTHLY GROUNDWATER LEVELS IN LAKE OBSERVATION WELLS (SHEET 2 OF 2)

L1U 9 1-Ig-z~

I Q Ill I*l 19-m-a L ------------

ý

00

.Ia uin U-w 0-w Cd 0

t In "o n tn J.334 NI NOIJVA3"I BRAIDWOOD STATION UPDATED FSINAL SAFET:V ANALVSIS REPORTi FIGURE 2.4-46 ESSENTIAL COOLING POND AREA-CAPACITY CURVES

(

EL. 590'-0

)

Ic

4. SLOWDOWN PIPE m~~~~~

msiA SRIC m1~T~mJ TER~eIR

-192"Il CIRCULATING WATER SLIPLy PIPE DRAINAGE DITCH

-PROPERTY LINE 200 0

20D 400 SCALE IN FEET

SECTION A-A i'-6" RIPRAP SECTION 8-8 SECTION 0-D EL.590"- O" to 8OTTOd,*Q rE,584'-d0 SECTION C-C 20 o0 0

10 20 SCALE IN FEET BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-48 ESSENTIAL COOLING POND SECTIONS

.3.;

EM-, 7

-Ism PROFRE AT t, OF MrE elm

_ape_

4t----

-IXL

-925L JlAý BRAIDWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2A-49 EXTERIOR DIKE PROFILE STA 0 + 00 TO STA 49 + 00 f4MFLEAT I. OF DIKE

-. a--_

ba ft c-PRIEATý O F DIKE BRAJOWOOD STATION UPDATED FINAL SAFETY ANALYSIS REPORT FIGURE 2.4-50 EXTERIOR DIKE PROFILE STA 49 + 00 TO STA 6 + So

I

.j I

~

i K~cbj~~' (

Z AM

'U-w-n fl~7rJJr~--

TT 7F77 I I ift

=

==i--

. PH

=7 6-4LmA--:ý_-;_

r4

-itm ill

~~2i~i1L.

~T77LW

-MR.

BRAIDWOOD STATION UPDATED FINAl. SAFETY ANALYSIS REPORT FIGURE 2.4-51 EXTERIOR ONKE PROFILE STA 499 + I5 TO STA S40 + 79.6

RS-14-338, Byron/Braidwood Nuclear Stations, Updated Final Safety Analysis Report (Ufsar), Revision 15, Chapter 2.0 Figures - Byron - Part 1 of 2

Text

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