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kn KLEINFELDER <br /> 1.3.2 Ground Water Quality <br /> The San Joaquin hydrologic basin has experienced overdraft for many years. Subsequently, <br /> declining water levels have induced the eastward movement of poor-quality water from the <br /> delta sediments6. Migration of these saline waters has impacted the utility of ground water <br /> in the vicinity of Stockton. <br /> According to the United States Geologic Survey? (USGS), there is generally better water <br /> quality in the northern and eastern parts of San Joaquin County than in other parts of the <br /> County. The water in the vicinity of Foothill Sanitary Landfill is characterized by a <br /> calcium-magnesium/bicarbonate water. The electrical conductivity of water in the region <br /> was less than or equal to 500 umbos/cm; the chloride concentration was less than or equal <br /> to 100 mg/L; and the nitrate concentration was less than or equal to 5 mg/L at the time of <br /> the USGS study. <br /> The USGS report stated that arsenic was less than or equal to 0.05mg/L; boron was less <br /> than or equal to 1 mg/L; and manganese was less than or equal to 0.05mg/L. The report <br /> stated that the concentrations of other trace elements in the water were probably low, <br /> except for iron. <br /> Mineral analysis of ground water from the Hatler well (5A) in 1978 by the Department of <br /> Water Resources indicates that the water is a calcium/bicarbonate water, with a TDS of <br /> approximately 300 mg/1. <br /> 1.3.3 Hydrogeology <br /> The Foothill Landfill site is located at the eastern side of the San Joaquin hydrologic basin. <br /> The basin is predominantly filled with clay, silt, and sand layers. In the area of Foothill <br /> Landfill the first water bearing zone encountered was within the Mehrten formation. As <br /> already stated, the Merhten formation is dominated by sands and gravels. The first water <br /> bearing zone occurs at the contact between sandstone and gravel at a depth of <br /> approximately 200 feet. The general water bearing characteristics of clay, silt, sand and <br /> gravel are presented below$: <br /> FOOTHILL 9 <br />