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KEI-P89-1104.QR3 <br /> October 31, 1991 <br /> Page 8 <br /> HYDROLOGY AND GEOLOGY <br /> Based on the water level data gathered on September 27, 1991, <br /> ground water flow direction appeared to be relatively flat, but <br /> trending toward the east-southeast to an average gradient of 0. 001. <br /> This flow direction is relatively unchanged from the flow direction <br /> reported for the last two quarters. Water levels have steadily <br /> decreased during the quarter, showing a net decrease of 0. 88 to <br /> 0. 90 feet in all wells since June 26, 1991. The measured depth to <br /> ground water at the site on September 27 , 1991, ranged between <br /> 58 . 23 and 59. 03 feet below grade. <br /> The subject site is located adjacent to the Sacramento-San Joaquin <br /> delta in the Central Valley geomorphic province. The Central <br /> Valley is a large, northwestward-trending, asymmetric structural <br /> trough that has been filled with as much as six vertical miles of <br /> sediment in the San Joaquin Valley. Based on review of regional <br /> geologic maps (U.S. Geological Survey Miscellaneous Field Studies <br /> Map MF-1401 "Geologic Maps of the Sacramento-San Joaquin Delta, <br /> California" by Brian F. Atwater, 1982) , the subject site is <br /> underlain by Holocene and/or upper Pleistocene alluvium identified <br /> as Alluvium of Calaveras River and Vicinity (Qcr) . The Calaveras <br /> River alluvium was deposited by the Calaveras River, Bear Creek and <br /> several lesser streams, and has not been described in detail. <br /> The results of our subsurface study indicate that the site is <br /> underlain by fill materials that are about 1 foot thick, except in <br /> the vicinity of MW3 at the former fuel tank pit, where pea gravel <br /> backfill materials were encountered to a depth of about 27 feet <br /> below grade. Immediately underlying the fill materials (except in <br /> the vicinity of MW3) is a zone of highly expansive silty clay <br /> extending to depths below grade of about 5. 5 to 7 .5 feet. This <br /> expansive clay zone is inturn underlain by a lenticular sequence of <br /> silty clay and clayey silt materials extending to depths below <br /> grade of about 25 to 30. 5 feet. However, in MW1, this fine- <br /> grained sequence contains an approximately 2 . 5 foot thick lens of <br /> poorly graded sand that extends to a depth of about 13 feet below <br /> grade. The fine-grained sequence is inturn underlain by a <br /> predominantly sandy sequence extending to depths below grade of <br /> about 35 .5 to 45 . 5 feet, which is about 7. 5 to 8 feet thick at MW2 <br /> and MW3 , and is about 15. 5 to 16 feet thick at MW1 and MW4 . This <br /> predominantly sandy sequence is characterized by silty sand, and <br /> poorly graded to well graded sand, but locally includes lenses of <br /> gravelly sand and sandy silt. In MW4, two silt lenses, each about <br /> 4 . 5 feet thick, are also included within this sandy sequence with <br /> only traces of silt encountered in MW2 and MW3 . This sandy <br /> sequence is inturn underlain by a second relatively thick fine- <br /> grained sequence, which consists predominantly of silty clay and <br /> clayey silt lenses and extends to depths below grade of about 53 . 5 <br />