WATER RESOURCES TECHNICAL REPORTSouth <strong>of</strong> Blending Station No. 2, the <strong>Oxnard</strong> Conduit becomes the Industrial Lateral (<strong>City</strong>owned, but leased by CMWD), which delivers surface water to the PHWA service area.Las Posas Basin Aquifer Storage and Recovery ProjectCMWD is implementing the Las Posas Basin Aquifer Storage and Recovery Project (“ASR”)that is designed to alleviate a storage deficiency that currently exists in the its service area.Through the utilization <strong>of</strong> aquifer storage and recovery technology (“ASR technology”), theCMWD plans to develop up to 300,000 acre-feet <strong>of</strong> storage in the LAS <strong>of</strong> the Las Posas Basin.ASR technology refers to the use <strong>of</strong> dual-purpose, injection/extraction groundwater wellsfor the purpose <strong>of</strong> storing water and subsequently producing the stored water on anas-needed basis. When completed, it is anticipated that this project will enable stored waterto be “recovered” by the District to meet seasonal, drought, and emergency demands. Theproject includes installation <strong>of</strong> about 26 ASR wells within an approximate 9-square-milearea in the Las Posas Basin, west <strong>of</strong> the <strong>City</strong> <strong>of</strong> Moorpark. To date, four wells areoperational; and an additional 14 are under construction and expected to be online byearly 2005. These 18 wells will extract groundwater at a rate <strong>of</strong> 70 cfs and inject it intostorage at a rate <strong>of</strong> 56 cfs. When the remaining eight wells are constructed in around 2009,the ASR project facilities will enable the conveyance <strong>of</strong> water between the wellfield anddistribution system at a rate <strong>of</strong> 100 cfs. Injection rates are estimated to be slightly lower at70 cfs. Given the projected extraction capacity, and assuming 12 months <strong>of</strong> constantproduction, the maximum annual extraction capacity <strong>of</strong> the ASR is estimated to be72,000 acre feet.Conejo Creek Diversion ProjectCMWD is currently implementing the Conejo Creek Diversion Project, which deliverstertiary treated wastewater from the <strong>City</strong> <strong>of</strong> Thousand Oaks treatment plant and surfacewater from the Conejo Creek to water users in the service areas <strong>of</strong> Camrosa Water District(Camrosa) and PVCWD. This is a cooperative project among CMWD, Camrosa WaterDistrict, the <strong>City</strong> <strong>of</strong> Thousand Oaks, and PVCWD. The project has been in operation since2002. Project facilities include a stream diversion and pumping facility immediatelydownstream <strong>of</strong> the Highway 101 overpass, several miles <strong>of</strong> pipelines, and a pump station.The project collects and makes use <strong>of</strong> water that would otherwise be lost to the ocean.Ultimate annual deliveries are estimated at 12,000 AFY. The project consists <strong>of</strong> twocomponents. The first involves delivering an estimated 8,000 acre-feet to customers in theCamrosa service area. The second involves delivering an estimated 4,000 AFY to PVCWD inlieu <strong>of</strong> groundwater pumping, which would result in the transfer <strong>of</strong> pumping credits toCMWD. This, in turn, would transfer the credits to UWCD for use by the UWCD O-Hpipeline customers. This latter component <strong>of</strong> transferring 4,000 AFY <strong>of</strong> pumping credits toUWCD is also known as the Supplemental Municipal and Industrial (M&I) Water Programthat is jointly being implemented by CMWD and UWCD. These deliveries would be madeduring wet and average years as groundwater level conditions dictate in the Forebay area,as further described below.3.1.3 United Water Conservation DistrictAs noted above, UWCD operates several water production and distribution facilities,serving water to municipal and agricultural customers throughout the UWCD330-square-mile service area in Western Ventura County. UWCD will supply groundwaterW112003002SCO LW1458.DOC/ 033390002 29
WATER RESOURCES TECHNICAL REPORTto the GREAT Program facilities, and UWCD facilities will be used to help distributerecycled water to agricultural customers on the <strong>Oxnard</strong> Plain. The UWCD service boundaryand major recharge and conveyance facilities are shown in Figure 2-3. A summary <strong>of</strong> thesefacilities and their operations is provided below, from upstream to downstream.Santa Felicia DamSanta Felicia Dam (1955) captures and stores winter run<strong>of</strong>f from Piru Creek for later releasein controlled amounts to replenish the Piru, Fillmore, Santa Paula, and <strong>Oxnard</strong> Plaingroundwater basins, and supply surface water for irrigation. The watershed above the damis approximately 432 square miles, mostly in Los Padres National Forest. Upstream <strong>of</strong> thedam on Piru Creek is Pyramid Lake, owned by DWR. The alignment <strong>of</strong> the dams allowsUWCD to receive imported State Water Project water via release down Piru Creek, withoutthe expense <strong>of</strong> constructing conveyance facilities.Freeman DiversionThe Freeman Diversion (1991), located near Saticoy, diverts water releases from Lake Piruand natural run<strong>of</strong>f from the Santa Clara River and its main tributaries (Sespe, Santa Paula,and Hooper Creeks) for artificial groundwater recharge and agricultural irrigation. Annualyield from the Santa Clara River increased substantially with construction <strong>of</strong> the FreemanDiversion, which replaced temporary diversion dikes with a permanent concrete structure.Winter storm flows <strong>of</strong> up to 375 cfs, the permitted amount, are diverted to spreadinggrounds on the <strong>Oxnard</strong> Plain Forebay for groundwater recharge and provided to growerson the southern <strong>Oxnard</strong> Plain and Pleasant Valley to <strong>of</strong>fset groundwater pumping. Thediversion amounts are much lower during dry years and dry months <strong>of</strong> average years whenthere is typically little flow. The annual flow in the Santa Clara River was 50,400 AFY atMontalvo (below the Freeman Diversion), and the Freeman Diversion captured anadditional 57,700 AFY <strong>of</strong> flow for recharge and irrigation during the 2000 water year, whichhad precipitation approximately 90 percent <strong>of</strong> normal.Figure 3-3 shows historical UWCD diversions, and Figure 3-4 shows historical water quality<strong>of</strong> the Santa Clara River at the Freeman Diversion. In general, the water quality <strong>of</strong> dissolvedconstituents shows an inverse correlation with flow in the river, with higher concentrationsassociated with lower flows. TDS <strong>of</strong> the surface water generally ranges from 500 to1,500 mg/L, consistent with water quality across the <strong>Oxnard</strong> Plain that is not degraded, asdescribed in Section 2.0.Water is not diverted from the Santa Clara River during and immediately followingsignificant rainfall because <strong>of</strong> the high river sediment load. Water diverted from the riverflows via canal and pipeline to the 44 acre desilting basin, where water velocity slows,allowing sediment to settle out <strong>of</strong> the water column. From the desilting basin, water flowsvia pipe and canal to the Saticoy spreading grounds. From the main canal at the Saticoyspreading grounds, water can be directed to either percolation ponds or to the main supplypipeline. The main supply line transports water to the El Rio spreading grounds and thePleasant Valley County Water District and the PTP agricultural water delivery systems.Existing Groundwater Recharge FacilitiesUWCD began a systematic program <strong>of</strong> groundwater recharge in 1928, primarily throughdiverting surface water using sand dikes into spreading grounds along the Santa ClaraW112003002SCO LW1458.DOC/ 033390002 30
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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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15060Elevation (feet, msl)00Rainfal
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5833aPci f ic5O c55185e a n51513552
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Oxnard Forebay Area1 2 3 402N22W 12
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