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I <br /> I <br /> I <br /> I <br /> I <br /> I <br />:1 <br />I <br /> I <br /> I <br /> <br /> I <br /> I <br /> i <br /> I <br /> I <br /> I <br /> <br />The proposed lateral watermains would be either six or eight <br />inches diameter as shown on Exhibit C. One inch (l") water <br />services would be provided to the property line adjacent to <br />streets. In the case of the quad lots, two-inch (2") <br />services or six inches (6") services will be provided at the <br />property line and it will be the developer's responsibility <br />to provide service lines to the individual lots. The costs <br />of the laterals and service lines will be assessed on a unit <br />basis. <br /> <br />Storm Sewer <br /> <br />In 1985, the City of Ramsey installed a trunk storm sewer <br />from the existing pond in the Flintwood Mills Second <br />Addition to the Rum River as shown on Exhibit D. The storm <br />sewer was extended from the existing pond to County Ditch <br />No. 43 in the Flintwood Hills Addition. <br /> <br />It is proposed to drain the Flintwood Hills Second Addition <br />- Phase II development into the existing ponding area. It <br />is also proposed to provide an additional ponding area north <br />of 142nd Avenue and west of S.T.H. No. 47. <br /> <br />The lateral storm sewers proposed to service the plat vary <br />in size from fifteen inches to twenty-four inches (15"-24"). <br />The proposed layout of the storm sewer system is shown on <br />Exhibit D. The size of the laterals is based on providing <br />capacity for a ten (10) year frequency storm. <br /> <br />4 <br /> <br /> <br />