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- •`' � A 8 <br />Overflow Weir <br />e Structure <br />Invert 888 <br />A _ <br />�I <br />J[ <br />w <br />A <br />This concept is based on the RCWD 2010 Rice Lake Subwatershed Assessment <br />One way flow structures let water in during increased flow levels and do not allow <br />flows out when the ditch level drops. Water retained in BMP draws down via <br />evapotranspiration. <br />r <br />Proposed Storm Sewer <br />Existing Storm Sewer <br />Existing CB <br />Existing MH <br />Existing FES <br />Wetland Basin <br />Parcels <br />Contours <br />10 ft <br />2 It <br />,1 BMP Map - Concept 1 <br />Shenandoah Drainage Study 0 60 \ /t �C <br />LNGKES City of Lino Lakes Feet V V J <br />1 inch = 60 feet <br />This system is not optimized for the full benefits that the site has to offer. It does not <br />use all the space available that the City has to work with and does not provide any <br />improvements to the ditch system. <br />Shenandoah Improvements Feasibility Report <br />City of Lino Lakes, MN <br />WSB Project No. 018901-000 <br />Page 8 <br />