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Results of Limited Subsurface Investigation <br /> Former P.E.O'Hair Site, 1102 South Aurora Street,Stockton,San Joaquin County,California <br /> Page 2 <br /> BACKGROUND <br /> In November 1988,two underground storage tanks(UST)were removed from the subject property. <br /> Two additional USTs were removed in February 1994. During the removal process,no soil staining <br /> was observed in the vicinity of three of the former UST locations. However,County of San Joaquin <br /> Environmental Health Division (County) personnel noted that soil staining and petroleum <br /> hydrocarbon odor was present beneath one of the former USTs. <br /> Confirmation soil samples were collected from beneath each of the former USTs. None of the <br /> confirmation soil samples contained detectable levels of gasoline or gasoline-related constituents. <br /> The soil samples were not analyzed for methyl t-butyl ether(MTBE)or the other fuel oxygenates. <br /> MTBE and the other fuel oxygenates were not required by the state of California to be analyzed at <br /> that time. <br /> In April of 1997,the County issued a letter stating that they would not support closure for the site. <br /> Apex was contracted by Rexel on December 10,2001 to prepare a workplan and bring the site into <br /> compliance with all regulatory agencies, regarding the former USTs. <br /> In Apex's Workplan for Additional Subsurface Investigation,dated January 3,2002,Apex proposed <br /> advancing five Geoprobe®soil borings to groundwater and collecting soil and groundwater samples <br /> from each boring. <br /> In a letter, dated January 11,2002 (Appendix A),the CVRWQCB approved the workplan. <br /> INSTALLATION OF GEOPROBE®SOIL BORINGS <br /> On March 26, 2002,Apex personnel supervised the installation of five Geoprobe® soil borings <br /> (GP-1 through GP-5)that were advanced to 39 feet bgs (Figure 3)by Enprobe Environmental, of <br /> Oroville, California,with the exception of GP-2,which was advanced to 36 feet bgs. Depth to <br /> groundwater at the site ranged from approximately 32 feet bgs to 36 feet bgs. <br /> Soil samples were collected from each boring at five-foot intervals and screened in the field with <br /> a photo ionization device (PID) for sample selection purposes. Two soil samples (collected just <br /> above groundwater) and one groundwater sample,from each of the five borings, were selected <br /> and submitted, under chain-of-custody,to California Laboratory Services (CLS), a state certified <br /> analytical laboratory, for analysis. Four soil samples were collected and submitted for analysis <br /> from GP-3, due to slightly elevated PID detections noted during field screening in samples <br /> collected at 20.and 25 feet bgs. <br />