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View File - Development Services - City of Oxnard

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WATER RESOURCES TECHNICAL REPORTdesalination building constructed as part <strong>of</strong> Phase 1. The expanded regional desalter wouldhave a total treatment capacity <strong>of</strong> 10 mgd.4.4.7 Permeate Delivery SystemTreated water from the regional desalter (located at the <strong>City</strong> <strong>of</strong> <strong>Oxnard</strong> Water Yard) wouldbe distributed to industrial users via 21,100 linear feet <strong>of</strong> pressure piping ranging from6 inches to 12 inches in diameter. The permeate delivery system is shown in Figure 4-3. Themain pipeline alignment would begin at the <strong>City</strong> <strong>of</strong> <strong>Oxnard</strong> Water Yard and continue eastalong Third Street to Rose Avenue, then south along Rose Avenue to Fifth Street. Laterals<strong>of</strong>f the main pipeline would be constructed for permeate delivery to specific industrialfacilities. The east lateral would branch <strong>of</strong>f Rose Avenue at Fifth Street, continuing east toRice Avenue then north to brine dischargers in the vicinity <strong>of</strong> Camino Del Sol. The westlateral would branch <strong>of</strong>f Rose Avenue at Fifth Street and continue west along Fifth Street tobrine dischargers in the vicinity <strong>of</strong> Pacific Avenue. The permeate delivery system isanticipated to deliver approximately 3,400 to 3,600 acre-feet <strong>of</strong> permeate per year (AFY).However, peak demands for each <strong>of</strong> the potential industrial users has not been investigated.4.4.8 Concentrate DisposalConcentrate collected by the collection system described above would be disposed into thePacific Ocean via the existing <strong>Oxnard</strong> WWTP outfall. Alternative concentrate disposaloptions are discussed in Chapter 5.0.W112003002SCO LW1458.DOC/ 033390002 65

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