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1 <br /> PROBLEM ASSESSMENT REPORT <br /> Moreland Court Shell <br /> 7700 Moreland Court,Stockton, California <br /> Delta Project No 40-$8-146 <br /> ' Page 3 <br /> ' August 8, 1989 Two soil bonngs (SB-7 and SB-8) were advanced to depths of approximately <br /> 315 and 26 5 feet below grade, respectively Selected soil samples were <br /> submitted to a state-certified laboratory for chemical analysts. <br /> ' October 5, 1989 A Phase I Hydrogeologic Assessment was submitted to the County The report <br /> contained a review of available geologic and hydrologic data pertinent to the <br /> ' site and the results of laboratory chemical analyses on soil samples collected <br /> from soil borings SB-7 and SB-8 <br /> March 14,1990 A Preliminary Report was submitted to the County proposing additional <br /> subsurface investigation activities <br /> 1 <br /> August 1, 1990 The scope of work proposed in the March 14, 1990, Prehmuzary Report, was <br /> implemented on August 1, 1990 Fieldwork implemented consisted of advancing <br /> three soil borings and converting one into a monitoring well Selected soil <br /> 1 samples were submitted to a state-certified laboratory for chemical analysis <br /> ' 2 0 PROJECT BACKGROUND INFORMATION <br /> 2 1 Site Location and Description <br /> The site is located on the southeast corner of the intersection of Hammer Lane and Moreland Court at 7700 <br /> 1 Moreland Court, Stockton, San Joaquin County, California (NEI/4, SEIA, Sec 13, T 2N, R 6E) The site <br /> is an operating retail gasoline station and convenience store (Figure 2),and lies within the northeastern city <br /> 1 limits of Stockton, California <br /> 1 Residential areas lie north and west of the site, US Highway 99 borders the east side of the site, and <br /> farmland borders the south side The land surface in the area slopes gently toward the southwest at <br /> ' approximately 5 feet per mile The site lies at an elevation of 30 feet above mean sea level (MSL) <br /> 1 <br />