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<br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br /> <br />SECTION IV <br /> <br />CAPITAL IMPROVEMENTS PROGRAM <br /> <br />MASTER PLAN <br /> <br />An optimum master plan for development of the Morrison water utility has been formulated, <br />based on the analyses presented in Section III. In general, all future capital improvements <br />should be designed in conformance with the Master Plan. The plan is illustrated in Drawing <br />IV-A. <br /> <br />Following is a summary of the principal features of the Plan. <br /> <br />A. Water Source. <br /> <br />. The Town water rights, with adequate storage, can support approximately 1,475 <br />EQR; some additional taps may be served if the Town supplies water to the Red <br />Rocks Centre and water rights are furnished by the Centre - and if a recycled <br />treated wastewater system is used for irrigation of the Centre. <br /> <br />. The Morrison study service area could develop to higher densities (than 1,475 <br />EQR). Therefore, a future development will likely be limited by water availability <br />- as it is unlikely that other water rights in the Bear Creek Basin, yielding <br />significantly more quantity, can be purchased. <br /> <br />. Utilization of all water rights results in ultimate system flow design criteria, i.e.: <br />Diversion capacity - 4.45 cfs <br />Required storage capacity - 600 acre-feet <br />Diversion rate to Cooley Reservoir - 2.5 cfs <br />Water treatment capacity - 2.0 MGD <br /> <br />B. Raw Water Supply <br /> <br />. The existing diversion point should be retained. <br /> <br />70-080.03S:MSfR.PLN <br />