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<br />I <br />I <br />I <br /> <br />PROJECT SUMMARY <br /> <br />GENERAL INFORMATION <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The Winter Park Water and Sanitation District is located approximately <br />70 miles west of Denver in the Fraser River Valley of Grand County. The <br />District encompasses approximately 3,345 acres of which over 90 percent <br />is land owned by the United States Government administered by the Forest <br />Service as part of the Arapahoe/Roosevelt National Forest. <br /> <br />The District was created in 1966 and has provided wastewater collection <br /> <br /> <br />and treatment services since that time. An attempt was made in 1966 to <br /> <br /> <br />construct a public water supply system but funding assistance was not <br /> <br /> <br />available and the project was abandoned. Water supplies for the resi- <br /> <br /> <br />dences and businesses in the area include wells, springs and connections <br /> <br /> <br />to the Denver Water Board raw water collection system. <br /> <br />Due to the differences in elevation, two water systems are being proposed <br />to serve the existing and anticipated future development within the District. <br />This feasibility report is limited to the Lower System; however, for infor- <br />mation purposes, a brief description of the Upper System is included. <br /> <br />UPPER SYSTEM <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The Upper System, which is, in part, already built, will serve the Mary <br />Jane Base Area, the proposed new Arlberg Club, and the proposed Arlberg <br />Club condominiums. Static pressures at the various sites are approxi- <br />mately 125 psi. 97 psi, and 138 psi respectively. Fire flows of approxi- <br />mately 2,500 gpm, 1,667 gpm, and 2,083 gpm, respectively, can be Rrovided <br />assuming the remainder of the construction is 8-inch pipe. <br /> <br />The present facilities of the Upper System consists of two wells, chlori- <br />nation equipment, a 4-inch pipeline to two, 40,000-gallon buried steel <br />tanks at an elevation of approximately 9,740 feet; and approximately <br />2,250 feet of 8-inch DIP distribution piping from the tanks to the Mary <br />Jane Day Center. Future construction will include additional storage <br /> <br />ix <br />