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potential customers in the area and the gravity <br /> collection system and single pumping station represents <br /> a much more technically viable solution. <br /> 3. The .um. station sro•.sed to serve Efland Cheeks School <br /> and Efland Estates Subdivision should be resized <br /> to.ether with a reali.nment of the •ro,osed force main <br /> to reduce the total length required. Under the original <br /> plan, wastewater collected from the Perry Hills area <br /> • (Phase VI) would have been"pumped into the gravity <br /> collection system tributary to the pump station below <br /> • Efland Cheeks School. By extending the force main from <br /> Perry Hills further along US 70, it is possible to <br /> discharge into the gravity sewer tributary to the <br /> proposed interceptor on McGowan Creek allowing for a <br /> significant reduction in the size of the Efland Cheeks <br /> School pump station. Extension of the force main would <br /> • also avoid the cost of repumping wastewater from the <br /> Perry Hills area resulting in lower annual operational <br /> costs. It is also feasible to significantly reduce the <br /> force main length required for the Efland cheeks School <br /> pump station. The pump station lies only some 800 feet <br /> west of a- proposed gravity sewer in School House Road <br /> that will be tributary to the interceptor on McGowan <br /> Creek. By securing an easement across private property, <br /> 6 <br />