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3 <br /> <br />--Principal 75 ft 87.6 ft 73.53 ft <br />-Accessory4 75 ft Future Relocate Existing <br />-Side Yard <br />--Principal 10 ft 21.6 & 21.1 ft 44.2 & 10 ft <br />--Accessory 5 ft Future Relocate Existing <br />Impervious Surface5 30% 18.0% 19.8% <br />1Only land above the OHWL can be used to meet the lot size standards <br />2Lot width standards must be met at both the OHWL setback line and the front building setback line <br />3Legal non-conforming structure. House was built prior to 1995 adoption of Shoreland Management <br />Ordinance <br />4One water-oriented accessory structure may be setback 10 feet from the OHWL <br />5Per Shoreland Management Overlay District <br /> <br />The lots will have limited ability to construct accessory structures, decks or additions due to the <br />required OHWL setback and floodplain requirements. This has been noted on the preliminary <br />plat as required and shall be noted on the certificate of survey submitted with the building <br />permit. <br /> <br />Streets and Alleys <br /> <br />Both lots are served by West Shadow Lake Road which has been reconstructed and municipal <br />water and sanitary sewer has been installed. The existing road has 60 feet of right-of-way and <br />the paved road surface is 26 feet wide with ribbon curb. <br /> <br />Easements <br /> <br />Standard drainage and utility easements at least 5 and 10 feet wide are provided along all lot <br />lines. The wetland and stormwater basin has been covered by an easement that includes a 10 <br />foot buffer. A drainage and utility easement varying in width also cover the shoreline buffer. <br /> <br />Storm Water Management and Erosion and Sediment Control <br /> <br />Per Section 1011.011, stormwater management is required for all proposed land development <br />activity if the site is within the 100-year floodplain or within 1,000 feet of a public water. Stern <br />Addition is within the floodplain and shoreland district. <br /> <br />Per the Site Drainage Narrative prepared by Plow Engineering, Inc. dated September 13, 2019, <br />there are 3 existing areas of discharge from the site (one to the West to W. Shadow Drive, one <br />to the inland wetland area, and one to the East to Reshanau Lake). Per WSB Engineering letter <br />dated September 24, 2019, new impervious area from the site is routed to the west towards <br />West Shadow Lake Drive, the north into an existing wetland area, and the east to Reshanau <br />Lake. The new impervious surface is less than 10,000 square feet, and all runoff from new <br />impervious will run over a pervious surface prior to leaving the site, therefore no water quality <br />treatment will be required as a result of the additional impervious surface from the single-