Laserfiche WebLink
B. ALTERNATIVE NO. 2 <br />Alternative No. 2 consists of the same pressure reducing station for the Mohave area as described <br />in Alternative No. 1. For the Matich Development Phase I, two pressure reducing stations are <br />proposed, one on the 8" pipeline in Pepper Tree Lane and one on the 8" pipeline in East Gunnison, <br />Way. In order for the two pressure reducing stations to function for the Matich Development', <br />Phase I, the existing control valves (pipeline valves) in Reche Canyon Road at East Malibu Court, <br />East Topanga Way, East Carbon Court, and East Bryce Court would have to be closed.' <br />Alternative No. 2 is shown on Figure 5. <br />Operation of the -Mohave area pressure reducing station would be the same as set forth for' <br />Alternative No. I (i.e. reduce pressures by approximately 65 psi). The pressure reducing stations' <br />on the 8" waterlines in Pepper Tree Lane and Gunnison Way would reduce the pressure to all' <br />residences within Matich Development Phase I and all residences on Pepper Tree Lane and Canyon' <br />Drive. To maintain a minimum service pressure of 40 psi at the upper elevations of the Matich' <br />Development Phase I, the pressure reducing stations would be designed to reduce pressures by <br />approximately 85 psi, which would result in a maximum service pressure of approximately 65 psi' <br />91 <br />in the lower areas of the Matich Development Phase I. Due to the reduced systemP ressure <br />individual pressure regulators would need to be removed from service at some of the residences. <br />The estimated capital cost for Alternative No. 2 is 130 000 <br />P $ which includes construction, <br />construction contingencies, and administrative, legal, and engineering fees. <br />III -3 <br />