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C. ALTERNATIVE NO.3 <br />Alternative No. 3 consists of the ;same pressure reducing station for the Mohave area as described <br />in Alternative No. 1. For the Matich Development Phase I, one single pressure reducing station is <br />proposed on the existing 12" waterline (Plan 746 1) in Reche Canyon Road northerly of Pepper <br />Tree Lane_ Alternative No. 3 also includes approximately 2,000 L.F. of a 12" parallel waterline in <br />RecheCanyon Road from northerly of the pressure reducing station to southerly of East Gunnison <br />Way. Alternative No. 3 is shown on Figure 6. <br />Operation of the Mohave area pressure reducing station would be the same as set forth for <br />Alternative No. 1 (i.e. reduce pressures by approximately 65 psi). Operation of the pressure <br />reducing station on the 12" waterline in Reche Canyon Road would be similar as set forth for the <br />two pressure reducing stations on the 8" waterlines for Alternative No. 2 (i.e. reduce pressures by <br />approximately 8-5 psi). <br />The estimated capital cost for Alternative No. 3 is $240,000, which includes construction, <br />construction contingencies, and administrative, legal, and engineering fees. <br />D. ALTERNATIVE NO.4 <br />Alternative No. 4 consists of creating a separate pressure zone to service those areas of the Reche <br />Canon area with elevations between 1,100 feet and 1,200 feet. The facilities required to create <br />the new pressure zone would consist of modifications to the existing Prado Booster Station (e.g. <br />modi& pumping unit performance), a new water storage reservoir, a new booster station, and <br />related pipelines. It appears that the City's Sullivan Reservoir site would be near the appropriate <br />i,. <br />III -4 <br />