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1r <br /> • REGIONAL GEOLOGIC/HYDROGEOLOGIC SETTING <br />' The site is located within the southern San Joaquin Valley which comprises part of the Great Valley <br /> geomorphic province of California The San Joaquin Valley is formed by the Great Valley <br /> geosyncline, which is a large, elongate, northwest-trending asymmetrical structural trough(basin) <br />' It is bordered by the Coast Ranges to the west, the Klamath Mountains and Cascade Range to the <br /> north, and the Sierra Nevada to the east This trough has been filled with sediments derived from <br /> both marine and continental sources Thickness of the sedimentary fill ranges from thin veneers <br />' along the valley edges to more than 20,000 feet in the south central portion of the valley The <br /> sedimentary formations range in age with the older deposits being primarily marine in origin and the <br /> younger deposits being primarily continental Contmental-derived sediments were primarily <br />' deposited in lacustrine, fluvial,and alluvial environments with sediment sources being the mountain <br /> ranges surrounding the valley(Olmsted and Davis, 196 1) The site is located on unconsolidated and <br />' semi-consolidated alluvium,lake,playa and terrace deposits of Quaternary age(California Division <br /> of Mines and Geology, 1977) <br />' The Modesto, Riverbank and Turlock Lake Formations and overlying Recent alluvium are the <br /> principal sources of domestic ground water in the 13,500-square mile San Joaquin Valley Ground <br /> Water Basin (Basin 5-22) Based on information obtained during drilling, ground water depth <br />' beneath the site is approximately 25 to 30 feet below surface grade (bsg) Based on information <br /> obtained from a nearby site(706 North El Dorado Street)the prevailing ground water flow direction <br /> in the vicinity of the site is inferred to be toward the northeast However, flow direction may be both <br />' locally and seasonably variable <br />' SITE ASSESSMENT ACTIVITIES <br /> On 04 January 2002, four soil borings were advanced by Advanced GeoEnvironmental, Inc (AGE) <br />' at the site as part of the assessment related to the former USTs Soil probe borings B 1 through B4 <br /> were advanced vertically to depths of 40 feet bsg <br />' TPH-g, TPH-d and TPH-mo were detected in the soil samples collected from borings B 1 through <br /> B4 at concentrations ranging from 0 38 (milligrams per kilogram) mg/kg to 8,100 mg/kg TPH-g, <br /> 400 mg/kg to 5,500 mg/kg TPH-d and 200 mg/kg to 9,200 mg/kg TPH-mo TRPH was detected in <br /> the soil samples collected from borings B1 through B4 at concentrations as high as 36,000 mg/kg <br /> (134-30) One or more BTEX compounds were detected in the samples collected from borings B 1 <br /> through B4,with the exception of the 15-foot soil sample from B3, at concentrations as high as 45 <br /> mg/kg benzene,630 mg/kg toluene, 150 mg/kg ethylbenzene and 760 mg/kg total xylenes (B4-30) <br /> Seven additional volatile organic compounds were detected in the soil samples at concentrations <br /> ranging from 0 010 mg/kg to 440 mg/kg Fuel additives were not detected at or above laboratory <br /> reporting limits in the soil samples <br /> TPH-g and TPH-d were detected in the ground water samples collected from borings B 1 through B4 <br /> at concentrations as high as 5,400,000 micrograms per liter (µg/1) and 390,000 µg/l, respectively <br /> TPH-mo was detected in the ground water sample collected from boring B2 at a concentration of <br />' Advanced GeoEnvironmental,Inc <br />