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1998 AGN JAN 13 I28
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1998 January 13 Agenda Packet
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1998 AGN JAN 13 I28
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SECTION III <br />ALTERNATIVES <br />We have identified four alternatives available to reduce the high pressure within the Reche Canvon area, <br />including various combinations of pressure reducing station installations, individual pressure regulators, <br />and the creation of a separate pressure zone by construction of a new water storage reservoir, pumping <br />facilities, and related pipelines. The locations of the various alternatives are indicated on Figures 4 through <br />7. Each of the alternatives is discussed in the following paragraphs: <br />A. ALTERNATIVE NO. 1 <br />Alternative No. 1 consists of installing a pressure reducing station to serve the Mohave area and <br />installing an additional pressure regulator on the customer's side of the water meter for each service <br />within the Matich Development Phase I. The pressure reducing station to serve the Mohave area <br />would be installed on the existing 12" waterline on the westerly side of Reche Canyon Road <br />opposite Placid Lane. Alternative No. 1 is shown on Figure 4. <br />The pressure reducing station on the westerly side of Reche Canyon Road opposite Placid Lane <br />would reduce the pressure to all residences within the Reche Canvon II Pressure Zone located on <br />South Cahuilla Street (Tract 2582), East Sky View Drive (Tract 9536), South Laurelwood <br />Avenue, South Walter Court, and, the high pressure portions of South Mohave Drive and South <br />Cindee Lane (Tract 9839). To maintain a minimum service pressure of 40 psi at the upper <br />elevations of the reduced pressure service area, the pressure reducing station would have to reduce <br />pressures by approximately 65 psi, which would result in a maximum service pressure of <br />approximately 115 psi in the lower areas of the reduced pressure service area. Due to the reduced <br />V <br />
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