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it is possible to eliminate approximately 2 ,500 linear <br /> feet of 4-inch force main at a cost savings of at least <br /> $10,000. <br /> 4. The existing topography along the unnamed street east of, <br /> Gaines Avenue will not .ermit a •ravit sewer flowin. in <br /> a westerly direction since the east end of the street is <br /> approximately 15 feet lower than the west end. In order <br /> to provide sewer service to the existing residences <br /> along this street, it is recommended that a gravity <br /> sewer be extended along the existing draw to the north <br /> crossing US 70 and connecting to the proposed <br /> interceptor on McGowan Creek. Likewise, the existing <br /> gravity sewer off Tinnin Road tributary to the <br /> originally proposed Pump Station No. 2 does not appear <br /> to be feasible due to topographic restraints. In order <br /> to construct a gravity sewer in this area, it will be <br /> necessary to pivot the line further to the east in the <br /> direction of more favorable topographic features. <br /> 5. Other less significant modifications to the proposed <br /> Phase I sewer improvement are indicated below: <br /> a. In The Efland Estates Subdivision, it is <br /> recommended that the gravity sewer shown on <br /> private property behind the existing houses on <br /> Gregg Street be relocated to the right-of-way on <br /> 7 <br />