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<br />pumping to Lake Owasso is unknown and difficult to estimate due to the infiltration <br />characteristics of the site. It is possible that pumping would only occur during very large <br />and inftequent rain events. If this is the case, pollutant discharge to Lake Owasso would <br />be minimal. <br /> <br />Because of the granular nature of the soils on the site, the site could be considered Hhigh <br />risk" with regard to groundwater contamination. While the majority of pollutants from <br />urban run-off that infiltrates into the ground would be filtered in the first feet of soil, some <br />pollutants that are soluble in stormwater may eventually reach nearby aquifers, This <br />condition, however, has existed on this site since the development of the adjoining <br />residential areas and would not be greatly exacerbated by the proposed development. <br /> <br />Wetlands <br /> <br />The delineated wetlands on-site provide valuable wildlife habitat, stormwater filtration, <br />flood control, and groundwater recharge. In addition, they are an important aesethic <br />feature to the proposed residential development. As such, it is important that their <br />integrity is preserved, in order to protect existing wetland vegetation and wildlife habitat, <br />it is necessary to limit the amount of water elevation bounce during rain events. As such, <br />the amount of stormwater available in wetlands storage may be limited requiring additional <br />storage to be constructed in non-wetland areas. Staff is working with the developer to <br />analyze the impact of the proposed stormwater system. As of the date of this report, this <br />issue has not been resolved, <br /> <br />The proposed grading plan shows two small wetland areas that will be filled. The first is <br />in Wetland Basin 6 and is needed to construct the new roadway to Dale Street. The <br />second is a small amount offill on the north side of Wetland Basin 1. The Wetland <br />Conservation Act requires that these encroachments be approved and mitigates at a 2: 1 <br />ratio. No mitigation is currently shown in the submitted proposal. <br /> <br />Grass Lake Water Management Organization <br /> <br />The proposed development is within the Grass Lake Water Management Organization <br />(GLWMO) boundaries. This organization, governed by a board appointed by the Cities <br />ofRoseville and Shoreview, manages water resources in that area that eventually drains to <br />Grass Lake. Grass Lake is a large wetland located in the City of Shoreview north of 1-694 <br />and west of Rice Street. This area includes Snail Lake, Lake Wabasso, and Lake Owasso. <br />GL WMO was originally formed to address flooding concerns within the watershed and <br />has constructed a number of improvements to improve both flood storage and stormwater <br />quality. More recently, this organization has focused primarily on water quality issues in <br />an effort to protect our major lakes. At its January 30, 1995, meeting, the school district <br />presented its proposed development to the GL WMO Board. Following discussion, the <br />board passed a resolution to be forwarded to Roseville The resolution identifies the <br />following concerns: <br /> <br />~ The potential pumping from Wetland Basin 5 should be analyzed with regard to <br />flooding on Lake Owasso. Some properties, especially on Sandy Hook Drive, are <br />very susceptible to high water levels on Lake Owasso. <br /> <br />11 <br />