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Figure 2.4-103— {Seven Site Drainage Areas}
Basin 10.4
Basin 12
Basin 10.1
Wetland Area
Basin 13.1
Basin 13.2
2404800 2405900 2407000
3385
0033
9600
3407
0034
1800
ESWEMS Pond
0 620 1,240 Feet
0 180 360 Meters
Legend
Drainage Areas
Conceptual Site Grading
Elevation (ft)Value
High : 1490.5
Low : 472.8
10-4310-GIS-A183
Plant North5.33
FSAR: Section 2.4 Hydrologic Engineering
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Figure 2.4-104— {Nine Site Drainage Areas Modeled in HEC-HMS 3.1.0}
Basin 12
Basin 10.1
Wetland Area
Basin 13.1
Basin 13.2
Basin 10.4A
Basin 10.4BBasin 10.4C
2404800 2405900 2407000
3385
0033
9600
3407
0034
1800
ESWEMS Pond
0 620 1,240 Feet
0 180 360 Meters
Legend
Drainage Areas
Conceptual Site Grading
Elevation (ft)Value
High : 1490.5
Low : 472.8
10-4310-GIS-A184
Plant North5.33
FSAR: Section 2.4 Hydrologic Engineering
BBNPP 2-365© 2007-2012 UniStar Nuclear Services, LLC. All rights reserved.
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Figure 2.4-105— {Site Drainage Area Flow Paths}
Basin 12
Basin 10.1
Wetland Area
Basin 13.1
Basin 13.2
Basin 10.4A
Basin 10.4BBasin 10.4C
2404800 2405900 2407000
3385
0033
9600
3407
0034
1800
ESWEMS Pond
0 620 1,240 Feet
0 180 360 Meters
Legend
Drainage Path
Drainage Areas
Conceptual Site Grading
Elevation (ft)Value
High : 1490.5
Low : 472.8
10-4310-GIS-A185
Plant North5.33
Flow Direction
FSAR: Section 2.4 Hydrologic Engineering
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Figure 2.4-106— {Reach Length and Cross-Section for Site Drainage HEC-HMS 3.1.0 Model}
Basin 10.1 Reach
Basin 12
Basin 10.1
Wetland Area
Basin 13.1
Basin 13.2
Basin 10.4A
Basin 10.4BBasin 10.4C
2404800 2405900 2407000
3385
0033
9600
3407
0034
1800
ESWEMS Pond
0 620 1,240 Feet
0 180 360 Meters
Legend
Reach Cross-Section
Reach Length
Drainage Areas
Conceptual Site Grading
Elevation (ft)Value
High : 1490.5
Low : 472.8
10-4310-GIS-A186
Plant North5.33
FSAR: Section 2.4 Hydrologic Engineering
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Figu
re 2
.4-1
07—
{Cro
ss-S
ecti
on fo
r Bas
in 1
0.1
Reac
h}
FSAR: Section 2.4 Hydrologic Engineering
BBNPP 2-368© 2007-2012 UniStar Nuclear Services, LLC. All rights reserved.
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Figu
re 2
.4-1
08—
{Gro
undw
ater
Ele
vati
ons
vers
us T
ime,
Wel
l Clu
ster
s M
W30
2}
666
668
670
662
664
666
on (ft) NAVD 88 658
660
oundwater Elevatio
MW
302A
1
MW
302A
2
MW
302A
3
MW
302A
4
MW
302B
654
656
Gro 652
Dat
e
10-4
310-
GIS
-A33
9
FSAR: Section 2.4 Hydrologic Engineering
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Figu
re 2
.4-1
09—
{Gro
undw
ater
Ele
vati
ons
vers
us T
ime,
Wel
l Clu
ster
s M
W30
4}
674
672
on (ft) NAVD 88 670
oundwater Elevatio
MW
304A
MW
304B
MW
304C
668
Gro 666
Dat
e
10-4
310-
GIS
-A34
1
FSAR: Section 2.4 Hydrologic Engineering
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Figu
re 2
.4-1
10—
{Gro
undw
ater
Ele
vati
ons
vers
us T
ime,
Wel
l Clu
ster
s M
W30
6}
660
661
658
659
on (ft) NAVD 88 656
657
oundwater Elevatio
MW
306A
MW
306C
654
655
Gro 653
Dat
e
10-4
310-
GIS
-A34
3
FSAR: Section 2.4 Hydrologic Engineering
BBNPP 2-371© 2007-2012 UniStar Nuclear Services, LLC. All rights reserved.
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Figu
re 2
.4-1
11—
{Gro
undw
ater
Ele
vati
ons
vers
us T
ime,
Wel
l Clu
ster
s M
W30
8}
650
660
670
630
640
on (ft) NAVD 88 600
610
620
oundwater Elevatio
MW
308A
MW
308B
580
590
600
Gro 570
Dat
e
10-4
310-
GIS
-A03
45
FSAR: Section 2.4 Hydrologic Engineering
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Figu
re 2
.4-1
12—
{Gro
undw
ater
Ele
vati
ons
vers
us T
ime,
Wel
l Clu
ster
s M
W31
0}
680
685
670
675
on (ft) NAVD 88 665
oundwater Elevatio
MW
310A
MW
310B
MW
310C
655
660
Gro 650
Dat
e
10-4
310-
GIS
-A36
7
FSAR: Section 2.4 Hydrologic Engineering
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Figu
re 2
.4-1
13—
{Gla
cial
Out
was
h A
quife
r Pot
enti
omet
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Surf
ace
Map
and
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undw
ater
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w D
irec
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s, Ju
ne 2
010}
FSAR: Section 2.4 Hydrologic Engineering
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Figu
re 2
.4-1
14—
{Gla
cial
Out
was
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ater
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r 201
0}
FSAR: Section 2.4 Hydrologic Engineering
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Figu
re 2
.4-1
15—
{Gla
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ater
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FSAR: Section 2.4 Hydrologic Engineering
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Figu
re 2
.4-1
16—
{Gla
cial
Out
was
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quife
r Pot
enti
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Surf
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Map
and
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ater
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s, A
pril
2011
}
FSAR: Section 2.4 Hydrologic Engineering
BBNPP 2-377© 2007-2012 UniStar Nuclear Services, LLC. All rights reserved.
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Supplement
