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Eastern San Joaquin Groundwater Basin Groundwater Management Plan <br /> demand for surface water <br /> to less than 3,000 of per Figure 8-2 Mokelume River Flow Duration Curve <br /> year. Water demands in Mokelumne River Hill Gage <br /> the EBMUD service area <br /> are not expected to rise 2000 <br /> considerably over the next 1900 <br /> 20 to 40 years. Water for 1800 <br /> NSJWCD is available from 1700 <br /> the Mokelumne River in 1600 <br /> above average and wet 1500 <br /> years. 1400 <br /> 1300 <br /> Additional supply from the 1200 <br /> Mokelumne River is t 1100 <br /> possible in a major 3 1000 <br /> regional conjunctive use o 900 <br /> project. The Mokelumne Ri soo <br /> River Regional Water a 700 <br /> Storage and Conjunctive a 00 <br /> 5 <br /> Use Project (MORE 500 <br /> 400 <br /> WATER Project) is <br /> 300 <br /> currently being studied by 200 <br /> the Mokelumne River 100 <br /> Water and Power 0 <br /> Authority (MRWPA). In 0% 10% 20% 30% 40% 50% 60% 70% 80% 90% 100% <br /> 1990 the MRWPA <br /> submitted applications to Percent of Time Flow Exceed <br /> the SWRCB for <br /> unappropriated flood flows on the Mokelumne River from December 1 to June 30. The <br /> application seeks to divert up to 1000 cfs to storage and up to 620 cfs for direct use. Historic <br /> alternatives for capturing the water include Middle Bar Dam and on-stream reservoir, Duck <br /> Creek Reservoir and off-stream diversion, and direct diversions on the Lower Mokelumne River <br /> from Camanche Reservoir to Interstate 5. Preliminary studies have shown that substantial `new <br /> water' is available for use in Eastern San Joaquin County; however, the facilities necessary to <br /> capture water intermittently are expensive and may remain idle in some years. Table 8-2 <br /> depicts the available water from the Mokelumne River surplus to all in-stream and user <br /> requirements over the historic 74-year hydrologic record. Based on the historic Mokelumne Hill <br /> gage record, there is substantial water available on an interim basis as depicted in Figure 8-2. <br /> 8.1.4 Sacramento-San Joaquin Delta <br /> The City of Stockton has long looked to the Sacramento-San Joaquin Delta as a potential <br /> source of water to meet long-term needs. In 1996 the City of Stockton submitted an application <br /> to the SWRCB seeking an increasing amount of water from 20,000 of initially up to 125,900 of <br /> per year. The Delta Water Supply Project seeks to replace existing surface supplies subject to <br /> future reductions, protect and restore groundwater levels to within a target safe yield of 0.6 of <br /> per acre, and provide a reliable water supply for planned growth outlined in the 1990 City of <br /> Stockton General Plan. The basis for the water right is Water Code Section 1485 whereby an <br /> agency may appropriate water from <br /> the Delta in a like amount to water discharged upstream into the San Joaquin River less any <br /> losses and the Area of Origin and Delta Protection Statutes which were enacted to protect <br /> against water exports. Any new diversion from the Delta is extremely contentious. <br /> Northeastern San Joaquin County Section 8 <br /> Groundwater Banking Authority 108 Integrated Conjunctive Use Program <br />