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Staff Comment: <br />1. An additional 7 feet of right of way shall be dedicated on the plat to provide a full 40 <br />feet of right of way from centerline. This will be consistent with the Rohavic Oaks <br />Second Addition development on the south side of White Pine Road that was platted in <br />1990. <br />Easements <br />Standard drainage and utility easements at least 10 feet wide are provided along all lot <br />lines. Wider easements at least 10 feet above the high water level of the stormwater <br />drainage ponds are proposed in the side and rear yards. <br />Storm Water Management and Erosion and Sediment Control <br />Per the Stormwater Drainage Report, the existing site is mostly open flat area with an <br />existing residential house, two out -buildings, and access from White Pine Road. The site <br />has 3 drainage areas: <br />• Area 1: The northwest corner of the site flows directly northwest to Baldwin <br />Lake. <br />• Area 2: Most of the internal site flows to a low area and then flows north to <br />Baldwin Lake. <br />• Area 3: Frontage that flows directly to White Pine Road <br />Two wet basins (retention ponds) are proposed in the rear yards. One basin for rate <br />control is proposed in the front yard between Lot 5 and Lot 6. Infiltration ponds are not <br />suitable in this area due to high water table. <br />Staff comments: <br />1. Staff has concerns regarding the function and maintenance of the basin located in <br />the front yard between Lot 5 and Lot 6 and requests the applicant re -analyze the <br />plan. <br />Utilities <br />Sanitary Sewer <br />An existing 12" PVC sanitary sewer main located along White Pine Road directly serves <br />the development. Five (5) sanitary sewer services are stubbed to the property. A new <br />service shall be stubbed to Lot 5. <br />8 <br />