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5 <br /> <br />The private driveway for 6351 20th Avenue encroaches south onto the subject site <br />approximately 24 ft. A 24 ft wide Private Ingress/Egress Easement is proposed over the <br />driveway. The applicant shall prepare a separate easement and exhibit clearly showing the <br />location of the easement. This easement shall be recorded. <br /> <br />Easements <br /> <br />The following drainage & utility easements are shown on the Preliminary Plat and are required <br />on the Final Plat: <br /> <br />• CSAH 54/20th Avenue = 20 ft <br />• Side Lot Lines = 10 ft <br />• Amelia Lake = Delineated Wetland + 10 ft or <br />• Amelia Lake = Floodplain 100 yr. Elevation + 10 ft (whichever is greater) <br />• Wetlands = Delineated boundary + 10 ft <br />• Stormwater Facilities = HWL + 10 ft <br /> <br />Storm Water Management and Erosion and Sediment Control <br /> <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 /> <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 /> <br />• Water Quality Treatment Volume <br /> <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 /> <br />• Runoff Rate Control <br /> <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 /> <br />• Water Quality Control <br /> <br />Water quality control is being provided through a series of biofiltration basins (raingardens). <br />