PC-92-67 - Laserfiche WebLink

55. The golf course developer/operator shall construct a well or well field and shall use such well water as is reasonably available at the site for golf course irrigation. The golf course irrigation system, and any irrigation in open space areas, shall be designed to utilize well water and/or recycled water. Should reclaimed water become available within an economically feasible distance of the site, as determined by the Planning Director, the golf course operator shall cooperate with the city in its use of city potable water to minimize its impact on the operation of the City's water system. The golf course shall incorporate water-saving features in its design; such features may include water-conserving grass species, soil water sensors, water-efficient sprinkler systems, tee, fairway, and green design; and such other measures as may be feasibly incorporated into the golf course layout as proposed which will minimize water use. The golf course developer shall also design one or more of the golf course lakes to allow Fire Department emergency access to emergency water, if determined to be desirable and feasible by the city's Fire Chief and Planning Director. 56. All structures within the development shall be equipped with low flow water fixtures. 57. The volume of the proposed water tank shall be 500,000 gallons. The volume may be adjusted downward by the City Engineer as a function of the final number of residential lots approved for the development. The final design, location, and elevation of the water tank shall be subject to review and approval by the City Engineer prior to approval of the final map. 58. House pad elevations within the residential area shall not exceed 800 feet in order to ensure 110 feet (48 psi) static water pressure (on the first floor) and 40 psi minimum pressure. The city Engineer may require oversized water meters and service pipes for houses with pads that are at or near 800 feet elevation. 59. The design for the Kottinger Hills pump station shall be subject to review and approval by the City Engineer prior to approval of the final map. The pump station (including secondary backup pump facilities) shall be designed to provide adequate capacity as determined by the City Engineer. 60. The Grey Eagle Pump station shall be modified to provide approximately 380 gpm of capacity to boost water into Zone A with a second 380 gpm pump installed as a backup. The pumps and piping modifications shall be accomplished within the existing Grey Eagle pump station building. These modifications shall be subject to review and approval by the city Engineer prior to approval of the final map. The ,. .