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The private driveway for 6351 201h Avenue encroaches south onto the subject site <br />approximately 24 ft. A 24 ft wide Private Tngr-ess Egr-ess E so, en4 Access Easement <br />Agreement is proposed over the driveway. The applicant shall has prepared a separate <br />easement and exhibit clearly showing the location of the easement. This easement agreement <br />shall be recorded. <br />Easements <br />The following drainage & utility easements are shown on the preliminary plat and are r-eqttir-e <br />on final plat: <br />oo CSAH 54/20th Avenue = 20 ft <br />oo Side Lot Lines = 10 ft <br />oo Amelia Lake = Delineated Wetland + 10 ft or <br />oo Amelia Lake = Floodplain 100 yr. Elevation + 10 ft (whichever is greater) <br />oo Wetlands = Delineated boundary + 10 ft <br />oo Stormwater Facilities = HWL + 10 ft <br />Storm Water Management and Erosion and Sediment Control <br />Per City Code Section 1011.011, a stormwater management plan is required for all proposed <br />land development activity if the site is within the 100-year floodplain or within 1,000 feet of a <br />public water. Lake Amelia Woods is within the floodplain and shoreland district. <br />Per the Storm Water Management Plan prepared by Civil Methods, Inc. dated June 18, 2020, <br />the project is expected to disturb approximately 5 acres and add 2.22 acres of new impervious <br />area to the site. Runoff from the site enters Lake Amelia at 4 general locations. Drainage <br />patterns will be maintained from existing to proposed conditions. No other properties will be <br />impacted by runoff from the project. Drainage from the proposed impervious area will be <br />conveyed to stormwater treatment basins and ultimately to Lake Amelia as it does under <br />existing conditions. <br />oo Water Quality Treatment Volume <br />The City requires treatment of runoff based on 1.1" over the new impervious surface. Six (6) <br />biofiltration basins with native vegetation are proposed for water quality treatment. Infiltration <br />is not feasible due to presence of clay and the site is within the Drinking Water Supply <br />Management Area (DWSMA). <br />oo Runoff Rate Control <br />The City requires no increase in peak flow rates for the 2, 10 and 100 yr. frequency events. <br />With the proposed basins, runoff rates are held or reduced for the overall project. <br />oo Water Quality Control <br />Water quality control is being provided through a series of biofiltration basins (raingardens). <br />