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<br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />Welch and Agricultural Ditches, and return Welch Ditch water to users by pumping out of <br />the Agricultural Ditch: <br /> <br />I <br /> <br />Abandoning sections of the ditch north of South Table Mountain, in the vicinity of the <br /> <br /> <br />Denver West area, and south of 6th Avenue to Smith Reservoir will significantly reduce <br /> <br /> <br />annual ditch maintenance and repair costs, reduce seepage losses, and eliminate the need <br /> <br /> <br />to replace the ditch with pipe through developing areas. Due to the reduction in <br /> <br /> <br />maintenance and repair costs and the elimination of the need for large contingencies, this <br /> <br /> <br />alternative can be achieved at no additional cost to the user. This alternative is both feasible <br /> <br /> <br />and economical, and is considered the preferred alternative because it optimizes the <br /> <br /> <br />reliability and yield of the ditch system. <br /> <br />.' <br /> <br />'" <br /> <br />I <br />I <br />I <br />I <br />I <br /> <br />3. <br /> <br />Completely replace the high maintenance sections of the Welch ditch with pipe and/or <br />lining: <br /> <br />This would increase the cost of the project considerably with no added benefits to <br /> <br /> <br />Alternative Two. Approximately 7.5 miles of pipe and/or lining would be required to <br /> <br /> <br />replace the sections of the ditch that have been proposed to be abandoned. In addition, <br /> <br /> <br />piping the ditch north of South Table Mountain would be very costly due to the geology in <br /> <br /> <br />that area, and would not necessarily eliminate the potential for costly damages due to <br /> <br /> <br />landslides or the decreased yields due to the interruptions in supply. Although this is a <br /> <br /> <br />possible alternative, it is not economical. <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />The Selected Project <br /> <br />Based on an evaluation of the alternatives, the Ditch Company has selected Alternative Two and decided to <br /> <br /> <br />abandon several high maintenance sections of the Welch Ditch. A preliminary layout showing the proposed <br /> <br /> <br />locations of the abandoned sections, the dropout structure, and the pump station locations is shown in Figure <br /> <br />2. <br /> <br />The Welch Ditch will continue to divert water at its Clear Creek headgate for the Welch users and for <br /> <br /> <br />delivery of storage water to the Midway Reservoirs. At a point before the Welch enters a metal flume near <br /> <br />- 5 - <br /> <br />... <br /> <br />I Bishop-Brogden Associates, Inc. <br /> <br />~ <br />