WATER RESOURCES TECHNICAL REPORTto meet this objective. These scenarios are similar in development to the Phase 1 scenariosand are described below.Scenarios 2a and 2b. Scenarios 2a and 2b consist <strong>of</strong> the following:• Groundwater Recharge. 19,286 AFY <strong>of</strong> recycled water are delivered for agriculturalirrigation to growers along the OVMWD Ocean <strong>View</strong> pipeline that pumps groundwaterfor irrigation and to growers who use water from the PTP and OVMWD systems. It isassumed that this recycled water is distributed equally to wells used by those growersbased on the historical pumpage <strong>of</strong> those wells. This includes the 5 LAS wells on thePTP system and the 11 LAS wells on the PVCWD system. It is also assumed that thiswater is distributed equally over a 9-month growing season resulting in those wells notpumping that quantity <strong>of</strong> water over this time. The location <strong>of</strong> the wells used foragricultural irrigation by growers along the OVMWD Ocean <strong>View</strong> pipeline and wells bygrowers who use irrigation water from the PTP and OVMWD systems are shown inFigures 3-7, 3-5, and 3-6, respectively. This reduction is applied to the following number<strong>of</strong> wells: 19 wells in the OVMWD area, 54 PTP user wells, and 76 PVCWD user wells.The wells for growers along the Ocean <strong>View</strong> pipeline and users <strong>of</strong> the PTP system arecompleted in both the UAS and LAS, while the wells for users <strong>of</strong> the PVCWD system arecompleted mostly in the LAS.• Groundwater Recovery. 19,286 AFY <strong>of</strong> water recharged to groundwater by deliveringthe recycled water in lieu <strong>of</strong> pumping for agricultural irrigation are recovered byextracting this amount <strong>of</strong> groundwater from wells at the <strong>City</strong> Water Yard (Nos. 20, 21,22, and 23; plus three new UAS wells) and from wells at the UWCD El Rio wellfield. It isassumed that this groundwater is pumped on a continuous, year-round basis to helpmeet the potable demands <strong>of</strong> the <strong>City</strong>. Similar to the Phase 1 scenarios, for Scenario 2a, itis assumed that 20 percent <strong>of</strong> this water is recovered at the UWCD El Rio wellfield; and80 percent <strong>of</strong> this water is recovered at the <strong>City</strong> Water Yard. For Scenario 2b, it isassumed that the percentages are reversed, so that 80 percent <strong>of</strong> this water is nowrecovered at the UWCD El Rio wellfield; and 20 percent is recovered at the <strong>City</strong> WaterYard. The pumpage is apportioned as follows for both Scenarios 2a and 2b:−−At the <strong>City</strong> Water Yard, the two LAS wells are increased to a maximum <strong>of</strong> 500 AFYeach, while the remainder <strong>of</strong> the increase at the water yard is apportioned equallybetween the two existing UAS wells and the three new UAS wells.The additional pumping is apportioned to each <strong>of</strong> the UAS El Rio wellfield wellsaccording to historic pumping in each <strong>of</strong> those wells. These added extractions areapplied to the nine El Rio wells noted earlier under the description for the Base Case.Groundwater is extracted as follows under these assumptions.W112003002SCO LW1458.DOC/ 033390002 77
WATER RESOURCES TECHNICAL REPORTGroundwater Recovery for Scenarios 2a and 2bScenario 2aScenario 2bLocation Well Pumpage Well Pumpage<strong>City</strong> Water Yard#20 (LAS)500 AFY (310 gpm)#20 (LAS)500 AFY (310 gpm)#21 (LAS)500 AFY (310 gpm)#21 (LAS)500 AFY (310 gpm)#22 (UAS)2,886 AFY (1,789 gpm)#22 (UAS)571 AFY (354 gpm)#23 (UAS)2,886 AFY (1,789 gpm)#23 (UAS)571 AFY (354 gpm)New 1 (UAS)2,886 AFY (1,789 gpm)New 1 (UAS)571 AFY (354 gpm)New 2 (UAS)2,886 AFY (1,789 gpm)New 2 (UAS)571 AFY (354 gpm)New 3 (UAS)2,886 AFY (1,789 gpm)New 3 (UAS)571 AFY (354 gpm)O-H System(All UAS Wells)Additional pumping is apportioned to each <strong>of</strong> the El Rio wells according to historicpumping in each <strong>of</strong> those wells.Scenario 2c. Scenario 2c consists <strong>of</strong> the same elements as Scenario 2a, except for thefollowing:• Groundwater Recharge. 3,086 AFY <strong>of</strong> recycled water, together with 3,086 AFY <strong>of</strong>potable water (to meet DHS requirements) for a total <strong>of</strong> 6,172 AFY, are injected at20 equally spaced injection wells completed in the LAS that would be located alongHueneme Road and Pacific Cost Highway as shown in Figure 4-3. It is assumed that thiswater is distributed equally over the 3-month winter season when irrigation demandsare lowest. These wells will act as a seawater intrusion barrier to create a focused rise ingroundwater elevations along the coast to reverse inward gradients and landwardgroundwater flow (seawater intrusion) in the LAS along the southern <strong>Oxnard</strong> Plain.• Groundwater Recovery. The additional 6,172 AFY <strong>of</strong> water, which was recharged at theinjection wells along the seawater intrusion barrier, is recovered by extracting thisamount <strong>of</strong> groundwater from wells at the <strong>City</strong> Water Yard (Nos. 20, 21, 22, and 23; plusthree new UAS wells) and from wells at the UWCD El Rio wellfield. The extraction <strong>of</strong>this 6,172 AFY <strong>of</strong> water is on top <strong>of</strong> the 19,286 AFY <strong>of</strong> water extracted for Scenario 2a, fora total amount <strong>of</strong> 25,458 AFY. As with Scenario 2a, it is assumed that this groundwater ispumped evenly on a continuous, year-round basis to help meet the potable demands <strong>of</strong>the <strong>City</strong>. It is assumed that 20 percent <strong>of</strong> this water is recovered at the UWCD El Riowellfield, and 80 percent is recovered from wells at the <strong>City</strong> Water Yard. The pumpageis apportioned as follows for this scenario:−−At the <strong>City</strong> Water Yard, the two LAS wells are increased to a maximum <strong>of</strong> 500 AFYeach, while the remainder <strong>of</strong> the increase at the water yard is apportioned equallyamong the two existing UAS wells and the three new UAS wells.The additional pumping is apportioned to each <strong>of</strong> the UAS El Rio wellfield wellsaccording to historic pumping in each <strong>of</strong> those wells. These added extractions wereapplied to the nine El Rio wells noted under the description for the Base Case.W112003002SCO LW1458.DOC/ 033390002 78
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CONTENTS6.2.2 Base Case and Phase 1
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CONTENTSFiguresSection 1.0 - Introd
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AcronymsACPAFYASRAWTFBasin PlanbgsB
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1.0 IntroductionThis Technical Repo
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WATER RESOURCES TECHNICAL REPORT•
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SANTA BARBARACOUNTYSanta BarbaraVEN
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Figure 2-1Groundwater Basins and th
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Figure 2-3Groundwater Basins andUWC
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604020Precipitation (inches)0-20189
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Note: Generalized surficial geology
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(a) Groundwater Elevation Monitorin
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Figure 2-11DWR 1976Schematic CrossS
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02N22W12R01S02N22W22M04SVineyard Av
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Figure 2-15USGS Groundwater LevelHy
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Figure 2-17USGS Groundwater LevelHy
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(a) Groundwater Elevations, LAS, Sp
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(a) Total Dissolved Solids, UAS, 20
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(a) Chloride Concentrations, Oxnard
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Figure 2-25Subsidence onthe Oxnard
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TABLE 3-2City Blended Water Quality
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TABLE 3-4Agricultural Water Supply
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South Oxnard Plain Area11 12 13 140
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