HomeMy WebLinkAboutInterim Basin Area PM 12166 Phases 3-4-5i
1
1
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1
3
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AREA L 1
WINDERMERE S-'1
A= 1.03 AC 1
C=0.70 i
AREA K---
BOLTHOUSE DR
A = 4.73 AC
C=0.69
AREA E
PM 12166-PH4
A = 12.14 AC
C=0.90
_I \
AREA F -
PM 12166 - PH 5
A = 6.90 AC
C=0.90
- - -
AREA M -
PM12166-PH3
A = 0.32 AC
C=0.15
-
- -
PM 1211
A = 9.59 AC
C=0.90
-
OUSE DRIVE
j AREA C
1 PM 12135
1 A= 14.83 AC
1 C=0.90
INTERIM BASIN-----
84%
ASIN84% OF ULTIMATE BASIN
1 VOLUME REQUIRED = 12.82 AC FT
1 VOLUME PROVIDED = 12.84 AC -FT
1 TOP ELEVATION = 350.0±
1 BOTTOM ELEVATION = 337.70
1 HIGH WATER ELEVATION = 345.70
1
1
1
----------------------- -----+
1
11111 I ��
111 I I//I
II 1 �11
�I I I II
AREA J I I
I (SUMP AREAI
I I
'A = 3.06 AC'
I I C=0.40
II i I I I
II1 III
I I II
I I I TOP OF I
I I BASIN
I
I
BOTTOMI II
I OF BASIN I I
_ II
HIGHWATER
AREA A
EXISTING AREA
A = 25.49 AC
C=0.90
LEGEND
CENTERLINE
- - RIGHT-OF-WAY
- - - - - - DRAINAGE AREA BOUNDARY
AREA H
BOLTHOUSE DR
A = 0.92 AC
�- - - C=0.78
mot am moo -
No
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AREA B
EXISTING AREA
A = 15.75 AC
C=0.90
EX. RAILROAD TRACKS
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- aft
AREAI 1
BOLTHOUSE DR
A=2.96 AC 1
C=0.79 1
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AREA G
UENA VISTA RD
A= 1.17 AC
C=0.80
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3DATE 04-29-2020
T PA JOB No. 3151 B
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