Proposed Pipe DesignWATER QUALITY
BASIN 300
NWL=892.00
HWL=894.3
BOTTOM- 2.00
WET VOL. 0.91 2ACFT
STORAGE OL.=0.
AREA OF AINAGE=5.65,4
AREA NWL .284AC
III L
A
L
o r. A
WAT'r R QUAIL!,
B A'S'll N %O 0
NWL-=aqo.no
H WL = 8 9 69
WET VO
STORAGE ✓OL.= 0.405ACFT
'kR A OF DIRAINAGE=258Ar'
- AF A 'VVL=0.213AC
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20' WETLAND BUFFER
30' SETBACK TO WETLAND BUFFER
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24 22 Enterprise Drive (651) 68 l - 1914 Fax: 681-949'
Mendota Heights, MN 55120
www.pioneereng.coni
I 1 0211 -FINAL PRO PHASE 2 HYDRO
(D 2011 Pioneer Engineering
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20
SCA T :F: l l T ' l
L
PI NEE en ineerin
b v
Civil. ENGINEERS LAND P'-A\NERS E �-\F) SlIRVI ) ORS [-ANDSCA[ ARCHHFCI3
24 22 Enterprise Drive (651) 68 l - 1914 Fax: 681-949'
Mendota Heights, MN 55120
www.pioneereng.coni
I 1 0211 -FINAL PRO PHASE 2 HYDRO
(D 2011 Pioneer Engineering