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• <br />IV. HYDROGEOLOGY <br />A. REGIONAL HYDROGEOLOGY <br />Most of the ground water used in eastern San Joaquin County is pumped <br />from the Arroyo Seco and underlying Laguna Formations. Although <br />Quaternary units, such as the Riverbank and Turlock Lake Formations, <br />generally contain less ground water, some wells in the region draw <br />large yields from discontinuous sand and gravel layers within these <br />units. Ground water is primarily recharged by percolation from the <br />surface that originate in the foothills of the adjacent Sierra Nevada <br />Mountains. <br />EMCON conducted a survey of wells within 1 mile of the site perimeter <br />(see Figure 3 and Appendix D). Through area reconnaissance and review <br />of Department of Water Resources records, 38 water -supply wells were <br />located (see Figure 3); other undocumented wells may exist in the <br />area. Data was available for only 10 water wells. These data show <br />that the cased depths range from 75 to 368 feet and average approxi- <br />mately 164 feet. Recent measurements found depths to ground water <br />range from 121 to 164 feet. Most of the water from the wells is used <br />for irrigation purposes. Extensive irrigation (and resultant ground- <br />water drawdown) began around 1907 and has increased steadily since <br />(Piper et al., 1939). <br />Piper et al. (1939) documented an average local ground -water elevation <br />recession of 11 feet from 1907 to 1927 due to intensive pumping; this <br />trend has continued. The measured ground -water elevation in the <br />Thomas well (Well 19 on Figure 3), located approximately 0.95 mile <br />west of the north end of the site, has declined from 48 feet MSL <br />(depth approximately 50 feet) in 1929 to -27 feet MSL in 1987. <br />The San Joaquin County Flood Control and Water Conservation District <br />(referred to as the District) has monitored ground -water levels and <br />ground -water quality in the county since 1971. Ground -water elevation <br />PJ9 9390206.00D 9 <br />