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WATER RESOURCES TECHNICAL REPORT−−In a normal year, all of the pumping demand in the PTP wells is replaced by waterdeliveries; and all of the pumping demand in the PVCWD wells is replaced by waterdeliveries except for PV-3, which is reduced by only 5 percent. The water deliverieson the PTP are from the Saticoy wellfield and amount to 1,600 AFY. The waterdeliveries to the PVCWD include 3,400 AFY supplied by the Saticoy wellfield and4,000 AFY supplied by the Conejo Creek Diversion.In a dry year, 29 percent of the pumping demand from the PTP wells, equallydistributed among the five wells, is reduced by water deliveries from the Saticoywellfield. This amounts to 1,000 AFY. In a dry year, all of the pumping demand inPV02 and PV-4 is reduced; and 89 percent of the pumping demand in PV-1 isreduced. Water deliveries from the Saticoy wellfield to PVCWD amount to1,000 AFY, and water deliveries from the Conejo Creek Diversion amount to4,000 AFY.Analysis shows that Scenario 3, which combines Saticoy wellfield and Conejo Creekdeliveries to offset PTP and PVCWD pumping, is the most effective in raising groundwaterelevations in the LAS in Pleasant Valley. This scenario will be used as part of the Base Casefor the GREAT Program groundwater flow modeling.W112003002SCO LW1458.DOC/ 033390002 72
Location ofUSGS_BASIN_GWcoverageLocation ofUSGS_GWMODELcoverageFigure 5-1Groundwater Basins,Water Shed, andUSGS Model GridCity of Oxnard GREAT ProgramSource: USGS, 2003.W032003002SCO176466.GP.06 OG11a ai 12/03
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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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WATER RESOURCES TECHNICAL REPORT2.2
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WATER RESOURCES TECHNICAL REPORTmul
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WATER RESOURCES TECHNICAL REPORTof
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WATER RESOURCES TECHNICAL REPORTFor
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WATER RESOURCES TECHNICAL REPORTThe
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WATER RESOURCES TECHNICAL REPORTThe
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WATER RESOURCES TECHNICAL REPORTres
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WATER RESOURCES TECHNICAL REPORTPum
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WATER RESOURCES TECHNICAL REPORTdis
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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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WATER RESOURCES TECHNICAL REPORTAgr
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WATER RESOURCES TECHNICAL REPORTto
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WATER RESOURCES TECHNICAL REPORTOxn
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WATER RESOURCES TECHNICAL REPORTGro
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WATER RESOURCES TECHNICAL REPORThis
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WATER RESOURCES TECHNICAL REPORTsou
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WATER RESOURCES TECHNICAL REPORTPro
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WATER RESOURCES TECHNICAL REPORTPro
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Page 83 and 84: TABLE 3-2City Blended Water Quality
Page 85 and 86: TABLE 3-4Agricultural Water Supply
Page 87 and 88: Figure 3-1NNo ScaleOxnard Plain Wat
Page 89 and 90: Figure 3-3Santa Clara RiverFlow and
Page 91 and 92: Figure 3-5Agriculture andPumping al
Page 93 and 94: Figure 3-7Agriculture and Pumpingal
Page 95 and 96: 50,00045,00040,00035,000Supply and
Page 97 and 98: Acre-Feet6,0005,0004,0003,0002,0001
Page 99 and 100: WATER RESOURCES TECHNICAL REPORT4.1
Page 101 and 102: WATER RESOURCES TECHNICAL REPORTSea
Page 103 and 104: WATER RESOURCES TECHNICAL REPORTfro
Page 105 and 106: WATER RESOURCES TECHNICAL REPORTcar
Page 107 and 108: WATER RESOURCES TECHNICAL REPORTirr
Page 109: WATER RESOURCES TECHNICAL REPORThyd
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Page 114 and 115: WATER RESOURCES TECHNICAL REPORTRec
Page 116 and 117: WATER RESOURCES TECHNICAL REPORTdes
Page 118 and 119: Hwy 101 - Ventura FwyCamarilloVentu
Page 120 and 121: 101 FreewayVentura RoadCaminoDel So
Page 122 and 123: WELL#21WELL#22WELL#20WELL #23BLENDI
Page 124 and 125: 5.0 Historical Groundwater Flow Mod
Page 126 and 127: WATER RESOURCES TECHNICAL REPORTcli
Page 132 and 133: SANTA BARBARACOUNTYSanta BarbaraVEN
Page 134 and 135: 6.0 GREAT Program Groundwater FlowM
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Page 142 and 143: WATER RESOURCES TECHNICAL REPORT6.1
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Page 150 and 151: WATER RESOURCES TECHNICAL REPORT−
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Page 156 and 157: TABLE 6-1Scenarios for Model Simula
Page 158 and 159: 100Cumulative Departure from Mean20
Page 160 and 161: 15060Elevation (feet, msl)00Rainfal
Page 162 and 163: 5833aPci f ic5O c55185e a n51513552
Page 164 and 165: -100406080700-40-20406050-103001402
Page 166 and 167: 400-402030-50010-30-10-60-20-30-107
Page 168 and 169: -20400-40103020-500-10-30-20-401200
Page 170 and 171: 0-10-204030-40-50-30-1001020-20-40-
Page 172 and 173: 0-204030-40-6001020-30-10-20-30-50-
Page 174 and 175: North Oxnard Plain Area6 7 8 901N22
Page 176 and 177: 10040608070504010901001201401701601
Page 178 and 179: 14050809030506070104001030100120901
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10080507060401001201401701802001501
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01005070601601201108070906050210180
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70140509070601040501020901101401701
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Oxnard Forebay Area1 2 3 402N22W 12
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South Oxnard Plain Area11 12 13 140
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WATER RESOURCES TECHNICAL REPORTtho
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WATER RESOURCES TECHNICAL REPORTRed
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WATER RESOURCES TECHNICAL REPORT•
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WATER RESOURCES TECHNICAL REPORTKen
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View File - Development Services - City of Oxnard

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