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Birch St <br />_ -ar�ss w�...�•c-�Bi�cti;St—'��' <br />•�'�' <br />ap <br />-A <br />x=_ <br />• 1" t <br />54 <br />K 8 <br />IE.J. .""OwheadD e•�j: <br />,4. <br />3s .. <br />�: ' <br />.{ • <br />�,fi-. <br />_fir <br />:;�>� <br />" <br />i-t Ir <br />NIM <br />�•��,x sam <br />3 �,,_ <br />�'►< t <br />1, <br />fi <br />r <br />"r' <br />S f � : s <br />•J <br />k' 1 <br />! <br />i. Ir.a <br />3• 3 ; <br />y 1 . <br />-nCa�.Y2 <br />l <br />� <br />�• D <br />I M1•' <br />i <br /><MEf <br />s1.� <br />�,J <br />ist., tt' v <br />ModelOverview <br />Shenandoah.. - Study <br />1 <br />A <br />11 <br />Feet <br />•1 <br />City of Lino Lakes <br />inch 500 feet <br />InfoSWMM modeling was also generated for the proposed project improvements. <br />This was done to understand the benefits to outflow rates and flood levels in the <br />pond system that may be realized as a result of this project. Generally, it was found <br />that adding storage downstream in Shenandoah Park resulted in flow rate decreases <br />under Birch St and reductions in flood levels through the system. These flood <br />Shenandoah Improvements Feasibility Report <br />City of Lino Lakes, MN <br />WSB Project No. 018901-000 <br />Page 6 <br />