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' '05 January 2004 <br /> i AGE-NC Project No. 95-0137 <br /> Page 2 of 8 <br /> vapor stream was measured before entering the blower(influent stream)using an organic vapor meter <br /> ' (OVM) equipped with a photo-ionization.detector: PID (Thermo Environmental 580B, 10.OeV, <br /> calibrated to isobutylene 100 parts per million: ppm). Field measurements recorded at regular <br /> intervals between late September and December are summarized in Table 1. <br /> Soil-vapor samples were collected to document trends in concentrations of hydrocarbons in the soil <br /> vapor extracted by the S VE network and document hydrocarbon mass removal. Soil-vapor samples <br /> ' from the influent stream were collected in Tedlar vapor bags on 27 October, 19 November and <br /> 02 December 2003 using a vacuum pump attached to the influent stream.The samples were labeled, <br /> placed in a pre-chilled cooler and transported under chain-of-custodyto McCampbell Analytical Inc. <br /> '. (MAI)a California Department of Health Services(DHS)-certified laboratory in Pacheco,California,. <br /> The samples were analyzed for:, , <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified; and f . <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTEX) and methyl tertiary butyl ethero�� <br /> '. (MTBE) in accordance with EPA Method 8020. <br /> rA <br /> 2.2. WELL MONITORING PROCEDURES <br /> ' Quarterly ground water monitoring activities were conducted on 04 November 2003. Monitoring <br /> wells MW-1 to MW=5 were monitored and sampled. <br /> 2.2.1. Well Monitoring and Evacuation <br /> ' A Solinst water level meter was used to measure the depth to ground water in on-site wells MW-i <br /> through MW-5 relative to the tops of the well casings. The ground water elevations and gradient <br /> ' were determined from these data (Table}. <br /> After recording water level measurements,disposable plastic bailers were used to purge the wells of <br /> ' 'standing water. Approximately 1.5 to 4.25 gallons of water(a minimum of 3 casing water-volumes <br /> per well) were removed from MW-1 through MW-5; well MW-2 was purged dry after 1.5 gallons <br /> of water were removed. <br /> ' t regular interval <br /> Ground water temperature, pH and conductivity were measured a g s during purging <br /> using an Oakton water analyzer. Purged ground water was containerized in properly labeled <br /> ' Department of Transportation(DOT)-approved model 17H 5 5-gallon drums and was stored on-site. <br /> . Field sheets and data are included in Appendix A. <br /> ' Advanced CeoEnvironmental,Inc. ' <br />