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III. Sanitary Sewer <br />The proposed sanitary sewer for the Fullerton Subdivision area is shown on Figure 2. A review of <br />the project site indicates the routes shown on the figures are recommended from a construction <br />standpoint. <br />The Fullerton area would be served by a gravity sewer connected to the existing sewer located at the <br />south end of Oxford Street The mainline sewer would be constructed across properties 1 and 2 to <br />Fox Street. The sewer would then be extended east and west along Fox Street as shown on Figure <br />2. <br />Preliminary plans from the developer dated 6/20/97 indicate proposed home sites for properties 1 <br />and 2 are located along the west edge of the lots near the lake. If these homes are constructed near <br />the lake, gravity service could be provided for the first floor only. Gravity service to all floors could <br />be provided to these properties if the homes were located at the easterly end of the properties. <br />Homes on properties 3 and 7 are at elevations such that gravity sewer service could be provided to <br />the first floors. Wastewater from the basement would need to be pumped up to the first floor <br />elevation. Properties 4,5 and 6 could be served entirely by gravity. These costs are shown as Option <br />A in the Appendices. <br />The sanitary sewer main would be PVC pipe, 8 inches in diameter. Sewer services would be PVC <br />pipe, 4 inches in diameter. Service stubs would be installed to the property line or to a point 30 feet <br />from the main. Property owmers would be responsible for the installation of the service line between <br />the service stub and the home. <br />The proposed manholes on Fox Street would be constructed along the north edge of the roadway. <br />It is anticipated that half of the street will be disturbed during construction. The disturbed street <br />areas will be restored with 1 Vz inches of bituminous wear course, 2 inches of bituminous base <br />course, 8 inches of aggregate base and geotextile stabilization fabric. <br />An alternate design for the sanitary sewer is shown on Figure 3. This design would provide for all <br />properties to be served by a pressure system. Each property would own and maintain a residential <br />grinder station. Service stubs would be provided to the property line or a distance of 30 feet from <br />the main. Each property owner would be responsible for tl» installation of the grinder station and <br />Fullerton Subdivision Sanitary Sewer Improvements