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A <br /> McDowell &Davis Towing <br /> Phase II Groundwater,Monitoring Well Installation Report <br /> grains are angular to sub-rounded; mineralogy is arkosic with numerous grains of <br /> phologopite mica. These characteristics are typical of facies deposited in the <br /> distal portions of the Ancestral Stanislaus River alluvial fan/delta system. <br /> A clay/silt bed is encountered at 7.5 feet depth in wells MW-1, MW-2 and MW-3. <br /> The thickness of this unit varies from 5 to 10 ft. The same unit is encountered in <br /> boring B-3 at 12.5 ft. where it is 5 ft. thick. At boring B-3, a silty sand unit cut <br /> down into the clay/silt unit during depositional times. <br /> A deeper clay/silt/silt unit is encountered in boring MWA at 42.5 to 52.5 ft. This unit <br /> P Y g <br /> is also found in well MW-3 at a depth of 32.5 ft. The lower silt/clay is split in <br /> MW-3 by a 5 ft. silty sand. This unit is not found in well MW-2. In MW-2 <br /> however, an even deeper clay/silt is found at 62.5 ft. <br /> Silt/clay — clay/silt units are common in the Modesto Formation. They result , <br /> from fluctuations in the level of ice age lakes, which occupied the central portions <br /> of the Great Central Valley during the Pliestocene. Global warming episodes, <br /> which were not related to the activities of man, caused glaciers in the Sierra <br /> Nevada Range to alternately advance and retreat both into and out of the <br /> Ancestral Stanislaus River Valley. This resulted in fluctuating lake levels in the <br /> Great Central Valley during those times. <br /> Ground water level in this area was found at 60 feet in depth. <br /> 3.2 Soils Contamination <br /> Soils contamination appears to be quite limited at this site. Boring B-2 found <br /> highly contaminated soils at 15 feet in depth. At the 25 foot depth in this boring, <br /> only traces of contamination were found. At 35 feet in depth in this boring, all <br /> analytes returned ND. Borings B-1, 13-3 and B-4 penetrated clean soils. <br /> Monitor wells MW — 1, 2, and 3 also penetrated clean soils to depths of 70 plus <br /> feet. These wells were depth extensions of borings B-1, B-2 and B-4. <br /> 4.0 GROUND WATER CONDITIONS <br /> 4.1 Ground Water Flow <br /> Figure 2 is a site map, which shows the elevation of the ground water table at the <br /> site. The ground water gradient was calculated at 0.004 ft/ft in a SE direction. <br /> 4.2 Ground Water Contamination <br /> Ground waters beneath the site are contaminated with Benzene ranging from 2.2 <br /> µg/1 in MW — 3 to a high of 4.3 µg11 in MW — 1. MTBE was not detected in <br /> ground waters from this site. Other contaminates are at levels that are not a <br /> serious concern. <br /> 7 <br />