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irrigation demands and the storage facility is situated so the high water level is set at an <br /> HGL corresponding to the maximum allowable head developed by the City's DPS. <br /> • Alternative 2.A: This alternative uses the following assumptions: <br /> a. New recycled water facilities are sized to serve MCC irrigation demands and <br /> other potential City and non-City customers located adjacent to the proposed <br /> pipeline alignment. Facilities are sized such that customers can be served from <br /> the DPS or by gravity from the new storage facility. <br /> b. Above-grade storage facility with a volume of 3 MG is located on MCC property <br /> (conceptual-level location to be determined as part of this evaluation). <br /> c. Storage facility is situated so that the high water level .is set at an HGL <br /> corresponding to the maximum allowable head developed by the City's DPS. <br /> . Altemative 2.B: This altemative uses the following assumptions <br /> a. New recycled water facilities are sized to serve MCC irrigation demands and <br /> other potential City and non-City customers located adjacent to the proposed <br /> pipeline alignment. Facilities are sized such that customers can be served from <br /> the DPS or by gravity from the new storage facility. <br /> b. Below-grade storage facility with a volume of 3 MG is located on MCC property. <br /> c. Storage facility is situated so that the high water level is set at an HGL <br /> corresponding to the maximum allowable head developed by the City's DPS. <br /> . Altemative 2.C: This altemative uses the following assumptions: <br /> a. New recycled water facilities are sized to serve MCC irrigation demands and <br /> other potential City and non-City customers located adjacent to the proposed <br /> pipeline alignment. Facifities are sized such that customers can be served from <br /> the DPS or by gravity from the new storage facility. <br /> b. Above-grade storage facility with a volume of 3 MG is located on MCC property, <br /> c. Storage facility is situated so that the high water level is set at an elevation higher <br /> than the DPS shutoff head. . <br /> d. A booster pump station would be required for this scenario. The evaluation will <br /> include a hydraulic evaluation of pumping requirements (i.e., head and flow) in <br /> order to develop conceptual-level capital costs for the pump station, but will not <br /> include a booster pump siting evaluation. <br /> The conceptuai-level site plan and cost estimate will take into consideration approximate onsite <br /> and offsite pipeline sizes and lengths, booster pumping requirements, irrigation pumping <br /> requirements, and storage configuration. An evaluation of operations and maintenance costs is <br /> not included in this task. <br /> ATTY/AGR/2011.137/KENNEDY JENKS DESIGN GOLF COURSE � <br /> REV:12113171 <br /> Page 12 of 14 <br />