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1. INTRODUCTION <br />' Former Exxon Retail Site (RS) 7-3942 is a vacant lot located at 4444 North Pershing Avenue, <br /> Stockton, California, on the southeast corner of the intersection of North Pershing Avenue and <br /> Rosemarie Lane Three grades of gasoline and used oil were stored in four underground storage <br /> tanks, which were removed in July 1986 <br /> A Shell service station and a 7-11 food and gasoline service store are located on the southwest <br /> and northwest corners, respectively, of the intersection of North Pershing Avenue and Rosemarie <br /> Lane Previous laboratory analyses have consistently identified TPH-g and BTEX in <br />' groundwater samples collected from MW8 and MW9, which are located adjacent to the Shell site <br /> and the 7-11 site, upgradient and crossgradient of former Exxon RS 7-3942 <br />' On 3 February 1997, groundwater was purged and sampled from eight monitoring wells (MW 1, <br /> MW3, MW4, MWS, MW7—MW 10), three recovery wells (RW 1, RW2 and RW4), one soil vapor <br /> extraction well (V3), piezometer P2, and injection well IW 1 Monitoring well MW6 and vapor <br />' extraction well V 1 were not sampled on 3 February, as there was not enough water to make well <br /> purging possible Figure 1 shows the locations of all wells on and off the site except MW 11, and <br /> the locations of former site facilities Figure 2 shows the vicinity of former Exxon RS 7-3942 <br /> and the locations of all offsite wells <br /> 2. SUMMARY OF RESULTS <br /> On 3 February 1997 20 wells were monitored for the presence of liquid-phase hydrocarbons, <br /> using an optical interface probe A sheen was observed in wells V2 and V4 The depths to water <br /> ranged from 16 78 (MW8) to 22 20 (MW 13) feet below ground surface Groundwater elevations <br />' ranged from -12 71 (MW 13) to -9 00 (MW8) feet relative to mean sea level The approximate <br /> groundwater flow direction on 3 February was to the northeast, with a gradient of approximately <br /> 0 007 (Figure 3), which is consistent with previous groundwater monitoring data for the site <br />' Groundwater elevations increased approximately 4 5 feet since the previous quarter <br /> Groundwater elevations on 3 February are presented in boldface type in Table 1, along with <br /> previous data, and are shown in Figure 3 Field documents are included as Appendix A <br />' After the depths to water were measured, the 14 wells (MW1, MW3, MW4, MW5, <br /> MW7—MW 10, RW 1, RW2 and RW4, V3, P2, and IW 1) were purged by vacuum truck and <br /> sampled At least 3 well casing volumes of purge water were removed from each well After <br /> purging, groundwater samples were collected with factory-cleaned disposable polyethylene <br /> bailers Groundwater samples were collected in 40-m1 VOA vials The vials were labeled and <br />' stored in an ice-filled cooler and transported under chain of custody The groundwater samples, <br /> a field-prepared rinse blank, and a laboratory-prepared trip blank were submitted to Sequoia <br /> Analytical, where they were analyzed for Total Petroleum Hydrocarbons as gasoline (TPH-g) by <br /> California DHS-modified EPA Method 8015 and for benzene, toluene, ethylbenzene, and <br /> xylenes (BTEX) by EPA Method 8020 The samples were also analyzed for methyl t-butyl ether <br /> (MTBE) by EPA Method 8020 <br />' WP61 73932Q297 TX 3 1 <br />