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2.2 Site and Vicinity Characteristics <br /> The subject property is located in a mixed light industrial and residential area of Stockton. The <br /> immediately surrounding properties consist of light industrial and warehouse buildings to the <br /> south, north, southwest beyond Report Avenue and northwest beyond Report Avenue, including <br /> the former Sunnyland Fruit Company to the south. No physical addresses were observed for <br /> these properties. The adjacent properties to the west beyond Report Avenue are occupied by <br /> residences, and the adjacent property to the east is occupied by railroad spurs. <br /> r <br /> 2.3 Geology and Hydrogeology <br /> According to information obtained from the US Geological Survey (USGS), the area <br /> •- surrounding the subject property is underlain by alluvium deposits of the Holocene-era. Based <br /> on a review of the US Department of Agriculture (USDA) Soil Survey for the area of the subject <br /> property, the soils in the vicinity of the subject property are classified by light-grey to grayish- <br /> brown or yellowish-brown gravel, sand, silt, and clay. Texture varies from cobble gravel to clay, <br /> mixed or interbedded laterally and vertically in places. <br /> Based on a review of the USGS Stockton West, California Quadrangle Topographic Map, the <br /> subject property is situated approximately 26 feet above mean sea level, and the local <br /> topography is sloped gently to the southwest. The nearest surface water is the Stockton <br /> Diverting Canal, located approximately 1,800 feet to the northeast of the property. Based upon <br /> topographical map interpretation, the direction of groundwater flow beneath the subject property <br /> is inferred to be to the southwest. Based on information obtained from the State Water <br /> ` Resources Control Board for a nearby site, the depth to groundwater in the vicinity of the subject <br /> property is expected to be encountered at 41 to 68 feet below ground surface (bgs). <br /> Phase I Environmental Site Assessment AEI <br /> Project No.274968 <br /> .. October 11,2007 <br /> Page 6 <br />