WATER RESOURCES TECHNICAL REPORTRiver. Following discovery <strong>of</strong> seawater intrusion in the 1940s, additional facilities wereconstructed to move pumping away from the coastline and to deliver water to those areas.Today, spreading grounds to recharge groundwater consist <strong>of</strong> the Saticoy recharge ponds,El Rio recharge ponds, and the Noble Pit. Wellfields at the Saticoy and El Rio spreadinggrounds recover groundwater. The spreading operations have dramatically increased theyield <strong>of</strong> the <strong>Oxnard</strong> Forebay area and reduced overdraft conditions <strong>of</strong> the aquifersunderlying the <strong>Oxnard</strong> Plain. Approximately 21,000 AFY and 18,400 AFY <strong>of</strong> water wererecharged at the Saticoy and El Rio spreading grounds, respectively, during the 2000 wateryear.Planned Groundwater Recharge FacilitiesSeveral gravel pits along the Santa Clara River that have historically mined aggregate arenear the UWCD existing groundwater recharge facilities. In 1995, UWCD purchased theNoble Pit and began putting surplus water into it during and after heavy storms, increasinggroundwater recharge. UWCD is planning a project that would convert two additionalgravel pits, the Woosley and Hanson pits (formerly owned by S. P. Milling) that would beused to store river water diverted during peak Santa Clara River flows, when water is nowrejected to do its high silt load. After settling out, the water would be pumped back out <strong>of</strong>the pits for <strong>of</strong>fsite groundwater recharge and direct agricultural irrigation. These pits arelocated within the RiverPark Project, a planned development with 2,900 homes plus retail,<strong>of</strong>fice buildings, hotel, and convention center on 700 acres.Saticoy WellfieldThe Saticoy wellfield, currently being constructed adjacent to the Saticoy SpreadingGrounds, is designed to reduce groundwater stored in the Forebay during the dry season,thus creating additional storage space in the Forebay for wet-season recharge. Pumpedwater will be delivered to both the Pleasant Valley pipeline and PTP for farmers to use inlieu <strong>of</strong> pumping their wells. These wells are designed to regulate storage in the Forebay, andwill be pumped mostly when water levels are higher. The amount <strong>of</strong> water to be pumpedwill vary with climatic conditions. It is anticipated that approximately 5,000 AFY will beextracted during normal and wet years, and that approximately 2,000 AFY will be extractedduring dry years. The wellfield will consist <strong>of</strong> four UAS wells, each anticipated to have acapacity <strong>of</strong> approximately 3,500 gpm and a sustained pumping rate <strong>of</strong> approximately2,000 to 2,500 gpm.El Rio WellfieldThe El Rio wellfield surrounds the El Rio recharge ponds and consists <strong>of</strong> eight wells locatedat the El Rio spreading grounds and three wells located along Rose Avenue. Pumped wateris delivered to the O-H pipeline system. Water produced by the wellfield is a blend <strong>of</strong>recharge water that has filtered down through the aquifer, and groundwater drawn laterallyfrom surrounding areas. The El Rio wellfield includes both UAS and LAS wells, allowing ablending <strong>of</strong> sources for water quality purposes. Nine wells are completed in the UAS, andtwo wells are completed in the LAS. The UAS wells each have a capacity <strong>of</strong> approximately4,000 gpm and can be pumped at sustained rates <strong>of</strong> approximately 2,000 to 2,500 gpm. TheLAS wells have lower capacities and can each be pumped at sustained rates <strong>of</strong>approximately 1,000 to 2,500 gpm.W112003002SCO LW1458.DOC/ 033390002 31
WATER RESOURCES TECHNICAL REPORT<strong>Oxnard</strong>-Hueneme Delivery SystemThe O-H pipeline (1954) moves municipal groundwater extraction away from coastal areassubject to seawater intrusion. The O-H system consists <strong>of</strong> wells located at the El Riospreading grounds and along Rose Avenue, a water treatment plant, booster plant, and12 miles <strong>of</strong> distribution pipeline. The O-H pipeline is designed to deliver up to 55 cfs <strong>of</strong>potable water to wholesale customers on the <strong>Oxnard</strong> Plain (<strong>City</strong> <strong>of</strong> <strong>Oxnard</strong>, PHWA, NavalBase, and a number <strong>of</strong> small mutual water companies). Approximately 16,200 AFY <strong>of</strong>potable water were pumped at the El Rio facility and delivered to the O-H system duringthe 2000 water year.Pumping-trough PipelineThe PTP (1986) conveys diverted Santa Clara River water to agricultural pumpers on the<strong>Oxnard</strong> Plain to <strong>of</strong>fset pumping <strong>of</strong> wells in this area. Five LAS wells provide additionalwater to the system when surface water supplies are incapable <strong>of</strong> meeting demand. The PTPsystem was designed to serve 4,000 acres <strong>of</strong> farmland and has a capacity <strong>of</strong> approximately21,000 AFY. Approximately 7,000 AFY <strong>of</strong> surface water were delivered to the PTP systemduring the 2000 water year.Pleasant Valley PipelineThe Pleasant Valley pipeline (1958) supplies surface water from the Freeman Diversion toagricultural users in Pleasant Valley to <strong>of</strong>fset pumping <strong>of</strong> wells in this area. The PleasantValley pipeline terminates at Pleasant Valley reservoir, owned by PVCWD. PVCWDoperates 11 LAS wells in the western Pleasant Valley basin, supplying water to agriculturalusers via a delivery system linking the wells and the reservoir. The pipeline is 25,600 feetlong and 54 inches in diameter, with a design capacity <strong>of</strong> 75 cfs. The 150-acre-foot reservoirfunctions as an irrigation water regulating reservoir for 12,000 acres <strong>of</strong> farmland.Approximately 10,500 AFY <strong>of</strong> surface water was delivered to the PTP system during the2000 water year.Groundwater SuballocationsUWCD currently holds a suballocation through the FCGMA on behalf <strong>of</strong> the <strong>City</strong> <strong>of</strong><strong>Oxnard</strong>, PHWA, and OVMWD. These users pay for delivery <strong>of</strong> this water through the O-Hpipeline. Rates vary based on the amount <strong>of</strong> water delivered.Supplemental M&I ProgramUWCD is currently implementing the Supplemental M&I Water Program, which is anextension <strong>of</strong> the Conejo Creek Diversion Project. As described above, the Supplemental M&IWater Program involves delivering an estimated 4,000 AFY <strong>of</strong> water from Conejo Creek toPVCWD in lieu <strong>of</strong> groundwater pumping, which would result in the transfer <strong>of</strong> pumpingcredits to CMWD. This, in turn, would transfer the credits to UWCD for use by O-Hpipeline customers. These deliveries would be made during wet and average years asgroundwater level conditions dictate in the Forebay area. As described above, the Saticoywellfield, currently being constructed adjacent to the Saticoy Spreading Grounds, isdesigned to reduce groundwater stored in the Forebay during the dry season, thus creatingadditional storage space in the Forebay for wet-season recharge. Pumped water will beW112003002SCO LW1458.DOC/ 033390002 32
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CONTENTS6.2.2 Base Case and Phase 1
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CONTENTSFiguresSection 1.0 - Introd
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100Cumulative Departure from Mean20
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