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on <br />,�0 o. 3 <br />A s <br />0 m <br />m = <br />< N. <br />m m <br />U) <br />v <br />m <br />v <br />m <br />v <br />v <br />m <br />3 <br />m <br />v <br />r <br />U u <br />M= <br />� N <br />� O <br />� N <br />N N <br />� N <br />Table 14 <br />Implementation Plan <br />Applicable <br />Activity /Project <br />Schedule <br />Location <br />Estimated <br />Goal <br />(Priority) <br />Cost <br />Flood <br />Expand the drainage analysis of the 35 -W corridor at Co. Rd. C and evaluate <br />Protection and <br />options for upstream storage /volume reduction potential to alleviate flooding at <br />35W -3 <br />Runoff <br />Cleveland Avenue and Long Lake pond. <br />Management <br />Flood <br />Protection and <br />Investigate alternatives for the Walsh Lake outlet and/or explore opportunities to <br />Runoff <br />provide upstream volume control at the Midland Hills golf course. <br />WL -6 <br />Management <br />Flood <br />Construct storage capacity within the Fairview Avenue trunk storm sewer drainage <br />Protection and <br />area to alleviate flooding at the Trunk Highway 36 low point and provide system — <br />OP -1 <br />Runoff <br />aide surcharge relief. <br />Management <br />Flood <br />Protection and <br />investigate alternatives to control the HWL of Willow Pond such as providing <br />Runoff <br />additional upstream storage capacity /volume reduction.hNtB71 <br />WP -1 <br />Management <br />Flood <br />Construct an alternative drainage outlet for the Dellwood /Sherren neighborhood to <br />Protection and <br />the Highway 36 ditch system and/or provide additional storage capacity /volume <br />Runoff <br />reduction upstream in the Willlow Pond drainage area to provide surcharge relief. <br />WP -1 <br />Management <br />[DMB81 <br />Coordination <br />and <br />Collaborate with CRWD on improvements for theVilla Park subwatershed. <br />ML-9 <br />Collaboration <br />Coordination <br />Collaborate with the City of Maplewood and CRWD to resolve storm sewer <br />and <br />capacity issues at Center Street which discharges into the Trout Brook Interceptor <br />TB -2 <br />Collaboration <br />storm system. <br />Coordination <br />Explore with RCWD on the potential to incorporate BMPs in the Rosedale Mall <br />and <br />area to reduce flooding and improve water quality. <br />OP -1 <br />Collaboration <br />Surface Water <br />Track load reductions of BMPs in watersheds of impaired waters as a condition of <br />Protection <br />the requirements for the MS4 NPDES (draft 2012) permit and TMDLs. <br />Citywide <br />