RES 2025008 - Laserfiche WebLink

VI. PUBLIC FACILITIES The following Public Facilities Chapter outlines a plan for providing water, sanitary sewer, storm water drainage, and other utility services within the Plan Area. These are presented in terms of existing conditions and planned improvements necessary to support development , consistent with the Land Use Chapter. A methodology for allocating capital costs on a "fair share" basis and the phasing of improvements are detailed in the Infrastructure Financing and Phasing Chapter (Chapter VID). A. PUBLIC FACILITIES OBJECTIVES 1. To facilitate the provision of water , sanitary sewer , storm water drainage , and other utility systems within a well-integrated overall network. 2. To facilitate flexibility in the timing and planning of infrastructure improvements . 3. To provide the opportunity for improved water and sanitary sewer service for existing residents within the Plan Area . B. WATER The proposed Plan Area water system concept is illustrated in Figure VI-1 and further discussed below . All existing land uses within the Plan Area are served by small privately owned wells and piping systems. The nearest City water facilities are included in the Bonde Water Pressure Zone located to the south, west, and east of the Plan Area . This pressure zone normally serves connections between 390 and 540 feet in elevation. Bonde Zone pipelines to the west and south exist in Montevino Drive, Foxbrough Place, and Gray Fox Circle and Court. Additional pipelines extend from the City fire station located east of the Plan Area through the Ruby Hill development. Water pressure and supply for the Bonde Zone are maintained through a series of storage tanks and pump stations. One of the storage tanks is situated just beyond the end of Gray Eagle Court, southwest of the Plan Area . An additional tank is located within the Ruby Hill development. The existing tanks and pump stations do not have enough remaining capacity to serve buildout of the entire Specific Plan Area . Zone 7 of the Alameda County Flood Control and Water Conservation District constructed a 36 -inch diameter water pipeline within the existing Vineyard Avenue right-of-way in late 1993 . The City may access this source at approved connection locations for local distribution to customers. Additional distribution lines, valves, pumps and water storage facilities will be required within the Plan Area in order to provide domestic and fire flow services off of the Zone 7 system. 73