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+ r Mr. Pat Craig July 5, 2000 Page 2 of 4 Lane also reviewed an aerial photograph provided by the United States Department of Agriculture (early 1970s). 2.0 PROPERTY DESCRIPTION 2.1 Site Description The subject property is located at 2015 Moreing Road, in the City of Stockton, San Joaquin County, California. The property consists of two separate parcels totaling approximately 2.6 acres. The parcels are shown on a reduced copy of the Assessor's map in Attachment A. The southernmost parcel currently houses a residence and guest house, and the northernmost parcel houses a small barn/stable, Access to the property is via Moreing Road on the eastern boundary. The property appears to have remained relatively unchanged since the mid-1970s. The residence and guest house are currently vacant. 2.2 Physical Setting The site is located in the northwest corner of TIN, R6E, Mount Diablo Base and Meridian, as indicated on the USGS 7 '/i Minute Topographic Map, Stockton West, California Quadrangle (Attachment B). The site is situated on relatively flat ground at the northeastern-most extent of Atherton Cove, and sits at an elevation of approximately 10 feet above mean sea level. The property is bounded on the south by Atherton Cove and on the east by Moreing Avenue. The Smith Canal is located approximately 200 feet southeast of the property. Smith Canal empties into the San Joaquin River approximately 800 feet southwest of the property. Based on its location adjacent to these waterways, the property is subject to potential flooding. According to the U.S. Department of Agriculture's "Soil Survey of San Joaquin County, California," the general soil type at the property consists of Peltier-Egbert soils, which are poorly drained, highly organic, moderately fine textured soils that are very deep and have been partially drained. More specifically, soil at the property is mapped as Scribner-Urban land complex, partially drained. The unit is 50 percent Scribner clay loam and 35 percent Urban land. The Scribner clay loam present at the property typically has moderately slow permeability, is usually poorly drained, and is subject to subsidence. Groundwater beneath the site is expected to occur at approximately 5 feet below ground surface. Regional groundwater flow is generally to the northeast toward a groundwater pumping depression northeast of Stockton. 3.0 POTENTIAL ENVIRONMENTAL HAZARDS 3.1 Potential Non-point Sources of Hazardous Materials According the aerial photograph included in the U.S. Department of Agriculture's "Soil Survey of San Joaquin County, California," the property has remained relatively unchanged (ranchette-style residence) since the mid-1970s. No known potential non-point sources of hazardous materials were noted during the site inspection and none were listed in the EDR report. G:1Data1GROUNDZETHAS£llsiegfried-crai g.doc