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I <br /> 1.0 INTRODUCTION <br /> Ramage Environmental has prepared this Groundwater Monitoring Report for the Third Quarter <br /> of 1998, as requested by Mr Al Vigil of the San Joaquin Catholic Cemetery The scope of work <br /> was reviewed and supervised by Mr Harlin Knoll of the San Joaquin County Public Health <br /> Services Environmental Health Division (PHSIEHD) <br /> 1 1 Site Description <br /> The subject property is an operating cemetery located on the northeast corner of Harding Way <br /> and Cemetery Lane in the city of Stockton (San Joaquin County), California (Figure 1 - Site <br /> Location Map) The project site is located on the east side of the mausoleum budding (Figure 2 <br /> —Site Plan) <br /> 1.2 Previous Work <br /> To date, two underground gasoline storage tanks (UST) and associated pumping equipment <br /> have been removed from the site Based on evidence of impacted sod and groundwater <br /> beneath the site, a total of seven groundwater monitoring wells, two sod vapor extraction wells <br /> and two soil vapor extraction well nests have been installed No active sod or groundwater <br /> remediation has been conducted at the site <br /> Groundwater has been sampled at the site since August 1990 A dramatic rise in groundwater <br /> elevation since well installation in the early 1990s has resulted in groundwater table levels above <br /> the screened interval of the five groundwater monitoring wells The rise in groundwater <br /> elevation also resulted in static groundwater entering the deep soil vapor extraction wells <br /> During the summer of 1996, sampling of the groundwater monitoring wells was discontinued and <br /> sampling of the deep sod vapor extraction wells begun <br /> On May 20, 1998, Ramage Environmental published a Problem Assessment Report and <br /> Corrective Action Plan for the site Sod vapor extraction and air sparging were recommended as <br /> the most efficient and practical remedial alternatives Design plans were prepared for bid <br /> solicitation <br /> 1 <br /> �5 <br />