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system with a City -owned lift station, and a grinder pump system where each <br />home is serviced by a small lift pump that discharges to a shared forcemain. <br />3. Conventional Sewer /Lift Station System <br />a) A standard duplex lift station would be constructed near Shadow Court. An <br />8 -inch gravity sanitary sewer would be extended from there north and <br />south to serve the residential and commercial property on the northern <br />section of the road. Because of the length of the Project, and the flat <br />grades, the lift station will be approximately 25 feet deep. Sewer depths will <br />range from 10 to 20 feet below grade. High groundwater will make <br />construction difficult, as extensive dewatering will be needed. With a sewer <br />this deep, the entire right -of -way will be needed to contain the excavation. <br />In many areas, soil will need to be removed from the excavation area, <br />stockpiled, and hauled back. This process will be slow and very disruptive <br />for the residents. <br />b) The forcemain would be extended around the north end of the lake to Black <br />Duck Drive. It is not recommended to extend it southward across the <br />channel due to unstable soils. <br />c) Each buildable lot would have a 4 -inch gravity sanitary sewer service. <br />d) When the homeowners are ready to connect, they would be responsible for <br />abandoning the existing septic system and extending the service into their <br />home. <br />Grinder Pump /Common Forcemain System <br />In many areas where septic systems are being replaced and high groundwater <br />is a significant cost factor, communities will have individual property owners <br />install grinder pumps. These grinder pumps will then all discharge into a <br />common forcemain. <br />For this Project we would recommend constructing a 3 -inch HDPE forcemain <br />with a discharge at Black Duck Drive. Each buildable lot would have a 1 -1/2 inch <br />service stub for their pump to connect to. <br />Page 8 13849.005 <br />