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2.2 Map showing site location relative to nearby landmarks: <br /> The site location is shown on Figure 1. <br /> 2.3 Map showing general site features: <br /> The site plan is presented in Figure 2. <br /> 2.4 Estimates of contaminant quantity and composition: k <br /> No estimate of the contaminant contained in the excavated soil can be made with existing <br /> information. The constituents detected in the initial soil samples appear to be derived from { <br /> a <br /> diesel fuel <br /> 2.5 Topography, geology, surface water, depth to groundwater: <br /> The site is situated on level terrain underlain by flood basin deposits of Pleistocene and Holocene ! <br /> age that are composed of sediments similar to and probably conformable on underlying deposits t <br /> of alluvium and Tulare formation The flood-basin deposits are light-to dark brown and include <br /> grey clay, silt sand and organic material-). Stream-channel deposits of sand and gravel are also <br /> includedSGS Professional Paper 1401-C <br /> (U Pe , 1986) <br /> s ►� <br /> At the request of BJJ Company Inc., RESNA Industries/WaterWork Corp (WaterWork) <br /> prepared the enclosed Remedial. Action Plan for the subject site Approximately 800 yards of <br /> hydrocarlson contaminated soil is stockpiled at the subject property currently occupied by a <br /> trucking facility <br /> Based on nionitonng data from nearby facilities, regional groundwater flow beneath the BJJ <br /> facility is generally to the west at a depth of approximately 40 feet below grade (San Joaquin <br /> County Water Conservation and Flood Control Dist , Fall, 1990) <br /> Subsurface water in the area includes a number of stieams including Duck Creek to the south, <br /> Calaveras River to the north and eastward French Camp Slough and the San Joaquin River The <br /> above distances from the subject site are approximately 0 3 miles, 6 6 miles, 3 4 miles, and 5 0 <br /> BJJUS12 wi* 3 <br />