Laserfiche WebLink
III. S anitary S ewer <br /> The proposed sanitary sewer for Jamestown Road is shown on Fi�ures 2. A review of the project <br /> site indicates the route shown in Figure 2 is recommended from a construction,access,maintenance, <br /> and economical standpoint. , <br /> A pressure sewer system was shown to be more flexible and economical in the October feasibility <br /> report. The pressure system would utilize a common forcemain installed alono the edge of the <br /> existing roads using directional drilling. Sewer services would be extended to each property, <br /> terminatin�with a curb stop (shut offl at the property line. A residential grinder station that would <br /> pump flows from the home to the forcemain along the street would serve each property, Each <br /> resident would be responsible for all costs associated with the installation, maintenance and <br /> operation of the b inder station. The residents would also bear the cost for the installation of the <br /> service line between the b inder station and the sewer stub at the property line. Any restoration of <br /> driveways and boulevards would be completed as part of the pressure sewer installation. <br /> The installation of the pressure sewer system would be less intrusive than a gravity system. The <br /> common forcemain would be directionally drilled 1 %z" and 2" HDPE pipe, and rvould therefore <br /> minimize street reconstruction costs. Residential access could be maintained on all roads during <br /> construction. The overall project costs are substantially lower if the pressure system is installed. <br /> The project will be constructed entirely on public right-of-way and easements. The alignment <br /> selected and shown on Fijures 2 wil] not require permanent or temporary easements to allow for <br /> construction. <br /> A detailed cost estimate for the sanitary se�ver improvements are presented in the Appendices. <br /> Jamesrotiti�n Road Sex er-Revised 6 <br />