View File - Development Services - City of Oxnard

View File - Development Services - City of Oxnard View File - Development Services - City of Oxnard

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WATER RESOURCES TECHNICAL REPORTClara River system. The base of the aquifer extends from about 200 to 400 feet bgs. In thePleasant Valley area, the Mugu aquifer is finer grained because the aquifer sediments werelocally derived instead of from the Santa Clara River. Consequently, few wells arecompleted solely in the UAS in the Pleasant Valley area. The silt and clay layers retard thevertical movement of water thorough the Mugu aquifer.Lower Aquifer SystemThe LAS consists of folded and faulted Pleistocene continental marine deposits of theSaugus, Sand Pedro, and Santa Barbara Formations. Localized fine-grained deposits occur inareas along the coast line between Port Hueneme and Point Mugu, which are attributed tothe backfilling of ancestral submarine canyons. Regional fault systems segregate the LASinto many parts and affect the flow of water between and within the sub-basinsUpper and Lower Hueneme Aquifers. The Hueneme aquifers constitute the upper part of theSan Pedro Formation beneath the Oxnard Plain. These deposits consist of lenticular layers ofsand, gravel, silt, and clay. These deposits are divided into upper and lower aquifers basedon data from electric logs that show a decrease in electrical resistively at the contact betweenthe aquifers. The decrease is attributed to the presence of more fine-grained deposits in theLower Hueneme aquifer than in the Upper Hueneme. The Upper Hueneme aquifer ispredominately fine grained in the Oxnard Plain basin.Fox Canyon Aquifer. The Fox Canyon aquifer constitutes the basal part of the San PedroFormation. The aquifer consists of weakly indurated very fine- to medium-grainedfossiliferous sand with occasional gravel and clay layers of shallow marine origin. Themarine deposition of the sediments of the Fox Canyon aquifer results in a relatively uniformseries of layers, which can be correlated by electric logs over large areas.2.6.2 Groundwater Levels and MovementPredevelopment ConditionsUnder predevelopment conditions, groundwater levels were well above sea level in theinland recharge areas and gradually decrease toward the ocean, the natural discharge areafor groundwater. Artesian conditions existed in the coastal areas. In the 1970s, wells near thecoast were reported to deliver water to the second floor of homes under natural artesianpressures of the Oxnard aquifer. Groundwater would have moved from the inland rechargeareas towards the west /southwest to the regional offshore discharge areas along thesubmarine outcrops into the Pacific Ocean.Sources of recharge to and discharge from the groundwater system under these naturalconditions would have included the following components, which the USGS quantifiedusing the groundwater flow model of the Santa Clara-Calleguas Basin:• Recharge Components− Stream flow infiltration− Mountain-front and bedrock recharge− Precipitation on valley floor• Discharge Components− Stream base flow− Evapotranspiration− Coastal outflowW112003002SCO LW1458.DOC/ 033390002 18

WATER RESOURCES TECHNICAL REPORTThe simulated hydrologic budgets for these recharge and discharge components underpredevelopment conditions are shown in Figure 2-12. Total recharge and discharge for theSanta Clara-Calleguas Basin were 59,900 AFY. Most recharge occurred from stream flowinfiltration (67 percent), followed by mountain front and bedrock recharge (25 percent), andvalley floor recharge (8 percent). Most discharge occurred as stream base flow (44 percent),followed by coastal outflow to the ocean (31 percent), and evapotranspiration (25 percent).Groundwater DevelopmentDevelopment has led to pumpage of groundwater from thousands of water supply wellsacross the Santa Clara-Calleguas Basin, which is now the largest source of outflow from theaquifer system. This pumpage has severally lowered groundwater levels; diminishedcoastal outflow to the ocean; and, for some periods of time, reversed coastal outflow tolandward flow, which has resulted in seawater intrusion.Hydrographs are provided for select wells in the UAS and LAS across the Oxnard Plain andPleasant Valley areas to illustrate groundwater level changes during historical development.The well locations for these hydrographs are shown in Figure 2-13, and the hydrographs areprovided in Figure 2-14. The wells are grouped into two hydrographs as follows: one forwells in the Forebay and northern Oxnard Plain areas and the second for wells in thesouthern Oxnard Plain and Pleasant Valley areas.• Oxnard Plain Forebay and Northern Oxnard Plain Area−−12R01, 22M04, and 05G02: UAS wells that illustrate water levels in the northern areafrom northeast (inland) to southwest (coastal), respectively23B07 and 23B05: UAS/LAS wells used to monitor groundwater at the El Riospreading groundwater• Southern Oxnard Plain and Pleasant Valley Area−−−34D02 and 32Q04: LAS wells that illustrate water levels in the inland and coastalareas, respectively07H01 and 32Q06: UAS wells that illustrate water level in the inland and coastalareas, respectively32Q06 and 32Q4: Co-located UAS/LAS wells used to monitor groundwater in thePt. Mugu area that is degraded with chlorides from overdraft conditionsThe cumulative departure from the 114-year average precipitation is also provided inFigure 2-14 to illustrate the relationship between groundwater levels and climatic patterns,which are discussed above. In general, groundwater levels (1) increase with wetter climaticperiods representing increased recharge and reduced pumping and (2) decrease with drierclimatic periods representing decreased recharge and increased pumping. For generalinformation, hydrographs prepared by the USGS for the groundwater modeling study arealso provided in Figures 2-15, 2-16, and 2-17. These figures provide hydrographs for wellscompleted in the UAS, wells completed in the LAS, and wells completed at specific depthswithin the UAS and LAS, respectively. The correlation between groundwater levels andW112003002SCO LW1458.DOC/ 033390002 19

WATER RESOURCES TECHNICAL REPORTThe simulated hydrologic budgets for these recharge and discharge components underpredevelopment conditions are shown in Figure 2-12. Total recharge and discharge for theSanta Clara-Calleguas Basin were 59,900 AFY. Most recharge occurred from stream flowinfiltration (67 percent), followed by mountain front and bedrock recharge (25 percent), andvalley floor recharge (8 percent). Most discharge occurred as stream base flow (44 percent),followed by coastal outflow to the ocean (31 percent), and evapotranspiration (25 percent).Groundwater <strong>Development</strong><strong>Development</strong> has led to pumpage <strong>of</strong> groundwater from thousands <strong>of</strong> water supply wellsacross the Santa Clara-Calleguas Basin, which is now the largest source <strong>of</strong> outflow from theaquifer system. This pumpage has severally lowered groundwater levels; diminishedcoastal outflow to the ocean; and, for some periods <strong>of</strong> time, reversed coastal outflow tolandward flow, which has resulted in seawater intrusion.Hydrographs are provided for select wells in the UAS and LAS across the <strong>Oxnard</strong> Plain andPleasant Valley areas to illustrate groundwater level changes during historical development.The well locations for these hydrographs are shown in Figure 2-13, and the hydrographs areprovided in Figure 2-14. The wells are grouped into two hydrographs as follows: one forwells in the Forebay and northern <strong>Oxnard</strong> Plain areas and the second for wells in thesouthern <strong>Oxnard</strong> Plain and Pleasant Valley areas.• <strong>Oxnard</strong> Plain Forebay and Northern <strong>Oxnard</strong> Plain Area−−12R01, 22M04, and 05G02: UAS wells that illustrate water levels in the northern areafrom northeast (inland) to southwest (coastal), respectively23B07 and 23B05: UAS/LAS wells used to monitor groundwater at the El Riospreading groundwater• Southern <strong>Oxnard</strong> Plain and Pleasant Valley Area−−−34D02 and 32Q04: LAS wells that illustrate water levels in the inland and coastalareas, respectively07H01 and 32Q06: UAS wells that illustrate water level in the inland and coastalareas, respectively32Q06 and 32Q4: Co-located UAS/LAS wells used to monitor groundwater in thePt. Mugu area that is degraded with chlorides from overdraft conditionsThe cumulative departure from the 114-year average precipitation is also provided inFigure 2-14 to illustrate the relationship between groundwater levels and climatic patterns,which are discussed above. In general, groundwater levels (1) increase with wetter climaticperiods representing increased recharge and reduced pumping and (2) decrease with drierclimatic periods representing decreased recharge and increased pumping. For generalinformation, hydrographs prepared by the USGS for the groundwater modeling study arealso provided in Figures 2-15, 2-16, and 2-17. These figures provide hydrographs for wellscompleted in the UAS, wells completed in the LAS, and wells completed at specific depthswithin the UAS and LAS, respectively. The correlation between groundwater levels andW112003002SCO LW1458.DOC/ 033390002 19

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