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kn KLEINFELDER <br /> EXECUTIVE SUMMARY <br /> Foothill Sanitary Landfill is located in eastern San Joaquin County on Waverly Road, <br /> approximately 1/2 mile south of Sheldon Road. Geologically, the landfill is located on the <br /> eastern edge of the Great Valley Province and is underlain by partially consolidated rocks <br /> of the Mehrten Formation. The Mehrten Formation is dominated by sandy andesitic <br /> sediments that were deposited by streams flowing from the Sierra Nevadas. Regionally, the <br /> Mehrten Formation on the eastern side of the Great Valley dips 1 to 2 degrees to the <br /> southwest. Locally, it appears that the Mehrten dips 2 to 3 degrees east in outcrops in and <br /> around Foothill Landfill. Falling-head permeabilities measured in samples collected within <br /> the Mehrten Formation during this investigation are consistent with those expected in silts <br /> and silty sands, ranging from approximately 10"6 to 10-3 cm/sec. <br /> Few ground water wells existed in the vicinity of Foothill Landfill at the time of this study. <br /> Based on Department of Water Resources (DWR) records and a drive-by reconnaissance <br /> survey, approximately eight wells exist within one mile of the landfill. These wells are <br /> generally domestic or cattle supply wells. Little information exists on regional ground <br /> water gradients and quality in this area, but it appears that ground water is relatively deep _ <br /> (150 to 250 feet below ground) flows generally south and west in the area, and water <br /> quality is good. The general regional water type is calcium/bicarbonate and it appears that <br /> total dissolved solids (TDS) in the water are generally less than 500 mg/1. <br /> Disposal operations at the landfill began in 1965. It is estimated that approximately 4 <br /> million cubic yards (in-place) of waste have been disposed at the landfill since that time. <br /> The waste is largely municipal solid waste. Some biomedical waste and asbestos were also <br /> accepted at the landfill. The landfill is currently active. Preliminary design plans estimate <br /> that the area that currently contains waste will be completed around the year 2015. <br /> During the solid waste assessment test investigation, soil samples were collected from the <br /> soil/waste interface at the bottom of the landfill and from the soil at the east toe of the <br /> landfill to assess the nature of leachate in these areas. Soil samples were also collected <br /> from 10 to 20 feet below waste in two areas under the landfill to assess vadose zone pore <br /> fluid chemistry. Ground water samples were collected from wells upgradient of, adjacent <br /> to, and downgradient of the landfill to assess ground water gradient and quality. Surface <br /> water samples were collected from creeks and a reservoir near the landfill, and from <br /> FOOTHILL 1 <br />