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i <br />+ <br />� <br />a <br />b <br />BMP Outlet Control Structure <br />` <br />S <br />4 <br />— Proposed Storm Sewer <br />Proposed Draintile <br />„ Existing Storm Sewer <br />■ Existing CB <br />!` • Existing MH <br />• % ♦ Existing FES <br />Wetland Basin <br />IESF <br />i.� Parcels <br />Contours <br />Runoff from the western roadways would be treated in the proposed iron -enhanced 10 ft <br />sand filter and outlet to the ditch via perforated draintile. This concept is an addition to <br />the wetland basins in Concept 3. 2 ft <br />BMP Map - Concept 4 <br />Shenandoah Drainage Study 0 60 \ /� /C <br />LbKE City of Lino Lakes � Feet V V J <br />1 inch = 60 feet <br />Shenandoah Improvements Feasibility Report <br />City of Lino Lakes, MN <br />WSB Project No. 018901-000 <br />Page 17 <br />