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New Brighton/St. Anthony Basic Water Management Project – Phase 1 Rice Creek Watershed District <br /> <br />5555-221 Revised Final 1 June 10, 2014 <br />EXECUTIVE SUMMARY <br />Ramsey County Ditches 2, 3 and 5 (RCD 2, 3, and 5) are public drainage systems managed by the Rice <br />Creek Watershed District (RCWD) that drain stormwater runoff from land primarily within the Cities of <br />New Brighton, St. Anthony, and Roseville. The public drainage systems convey stormwater runoff from <br />urban catchments, downstream to Pike Lake and Long Lake which are both regional flooding and water <br />quality concerns of the RCWD. <br />An extreme rainfall event on July 16, 2011 greatly heightened the awareness of flooding and flood risk <br />along the RCD 2, 3 and 5 public drainage systems. The consequences of this rainfall event have <br />prompted the Cities to evaluate the adequacy of their existing stormwater conveyance and management <br />facilities resulting in the submission of a petition to the RCWD to develop a comprehensive plan to <br />address flood risks in the watershed. <br />The defined project goals are primarily to reduce flood risks at localized areas in the RCD 2, 3 and 5 <br />watershed while considering project impacts at a regional scale, and seeking water quality improvements <br />and opportunities to incorporate ecological and public amenity elements into a comprehensive plan. The <br />comprehensive plan approach provides the benefit of efficient analysis for localized issues (versus <br />individual analysis) and more flexibility to implement projects yielding a greater net benefit towards <br />regional issues. <br />The purpose of Phase 1 is to identify potential projects for further technical evaluation that are feasible, <br />practicable, affordable, constructible, can reasonably be expected to obtain local approval and be <br />permitted by state and federal agencies. <br />This Phase 1 report presents detailed information on: <br />x Project goals and objectives; <br />x Identification of flood prone areas; <br />x Design criteria and standards to be used in future detailed analysis; <br />x Descriptions of project types under consideration; <br />x A review of the watershed in regards to runoff volumes, timing and storage; <br />x Identification of projects for further evaluation; <br />x A review of permitting needs; and <br />x A review of public drainage system law in MS103E and their implications regarding construction <br />of potential projects. <br />Several conclusions were drawn during the Watershed Analysis in Phase 1 that are worth mentioning and <br />may provide direction moving forward: <br />x The projects proposed will not resolve the regional flooding issue at Long Lake and precautions <br />should be taken to avoid worsening regional flooding issues as a result of flood risk reduction <br />projects. <br />x Conveyance improvements are a reasonable alternative to improve localized flooding issues. <br />Their adverse downstream impacts resulting from increased peak flow rates and loss of detention <br />74