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Quarterly Monitoring Report, July 2000 <br /> Canepa's Car Wash (Pacific Avenue) <br /> Page -2 <br /> gasoline (TPH-G), and methyl tertiary-butyl ether (MTBE) were present at the former location of the fuel <br /> dispenser islands. <br /> Prior to granting approval of installation of the new SVE system, the Underground Storage Tank Clean-Up <br /> Fund indicated the need for additional investigation. Condor subsequently conducted the installation and <br /> sampling of two soil borings adjacent to the SVE well array. The investigation included soil vapor screening <br /> using a Simulprobe sampling device in soil vapor collection mode. The results indicated high levels of <br /> volatile organic compounds were present in the soil vapor at the site. The laboratory analytical results of the <br /> soil and groundwater samples collected during the investigation are presented in Report — Soil and <br /> Groundwater Investigation, dated June 12, 1998. Operation of the SVE system has continued since its <br /> initiation on March 15, 1999 . <br /> Due to a directive from the Underground Storage Tank Cleanup Fund (USTCF), laboratory analyses of <br /> groundwater samples for gasoline oxygenates/additives by EPA Method 8260 was discontinued <br /> beginning with the October 1999 quarterly groundwater monitoring event. The USTCF indicated that <br /> analysis by EPA Method 8260 is not warranted based on historical groundwater laboratory analytical <br /> results. Commencing with the October 1999 quarterly groundwater monitoring event, laboratory analyses <br /> of groundwater samples for gasoline oxygenates/additives is limited to MTBE using EPA Method 8020 <br /> or 802113. <br /> 10 QUARTERLY GROUNDWATER MONITORING - JULY 2000 <br /> On July 10 and 11 , 2000 a Condor representative collected groundwater samples from the eight monitor <br /> wells and one soil vapor extraction well at the site (see Figure 3 , Appendix A, for well Iocations). The <br /> sampling order was as follows: MW-8, MW-5, MW-4, MW-6, MW- 1 , MW-7, MW-3, MW-2, and SV-4. <br /> 3.1 GROUNDWATER MONITORING OBSERVATIONS AND PARAMETERS <br /> The static water level in each well was measured to the nearest 0.01 -foot with a battery-operated, flat <br /> tape, water-level meter. A clean, single-use, polypropylene, disposable bailer was lowered into each well <br /> to check for floating product, petroleum odors, and sheen. Floating product was not observed in any of <br /> the monitor wells during the groundwater sampling. The surface of the groundwater table was above the <br /> top of the well screens, however. Olfactory observations were: <br /> • A moderate petroleum hydrocarbon odor detected in the groundwater sample collected from MW- 1 . <br /> • A slight petroleum hydrocarbon odor detected in the groundwater samples collected from MW-2, <br /> MW-3 , MW-7, and SV-4. <br /> • Petroleum hydrocarbon odors were not noted in any of the other groundwater samples. <br /> SV-4 and monitoring wells MW-2, MW-4, MW-5, MW-6, and MW-8 were purged using new, <br /> disposable bailers. Monitor wells MW4 , MW-3 , and MW-7 were purged with Redi-Flow submersible <br /> pumps that were decontaminated prior to use. Approximately three well casing volumes of water were <br /> purged from each well (see the Groundwater Monitoring Field Forms in Appendix B). The purged water <br /> from each well was discharged to the washwater mixing pit. <br /> 3.2 GROUNDWATER SAMPLING <br /> The groundwater samples obtained from monitor wells MW-2, MW-4, MW-5, MW-6, MW-8, and SV-4 <br /> were collected by gently draining the groundwater from each bailer with a bottom-emptying device <br /> directly into two 40-milliliter glass vials. <br /> r <br /> L � coNooa <br />