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F <br /> 4 , 1 <br /> 1 <br /> 29 October 199$ , <br /> AGE-NC Project No 98-0448 <br />' Page 4 of 9 <br />' Following development activities, ground water levels from monitoring wells MW-4 through MW-7 <br /> achieved a minimum of 80 percent recharge prior to sample collection Ground water samples were <br /> collected from MW-4 through MW-7 utilizing disposable polyethylene bailers and EPA-approved <br />' 40-m1 VOA vials containing 0 5 ml 18% hydrochloric acid as a sample preservative Care was taken <br /> to ensure that visible air bubbles were not present in the VOAs after filling and capping Ground <br /> water sample containers were labeled with the well designation, date, time, and sampler's initials <br /> Fallowing collection, each sample was logged on a chain-of-custody form, placed in a chilled <br />' container and transported to a DTSC-certified laboratory for analysis in accordance with <br /> • EPA Method 8015M for TPH-g, <br /> 4 <br />' • EPA Method 8020 for BTEX with MTBE, and <br /> • EPA Method 8260 for TBA, DIPE, ETBE, TAME, and MTBE <br /> , a <br />' The results of the analysis are contained in Table 4 <br /> 2 2 QUARTERLY MONITORING AND SAMPLING ACTIVITIES <br /> On 16 September 1998, quarterly ground water monitoring and sampling was performed from <br />' monitoring wells MW-1 through MW-7 Depths to ground water and total well depths from MW-1 <br /> through MW-7 were measured to the nearest 0 01-foot utilizing a Solinst water level meter The <br />' ground water elevations were calculated by subtracting the depth to ground water from the surveyed <br /> casing elevations(Table 3) Ground water elevations were plotted and contoured on a scaled site map <br /> (Figure 10) <br />' After water levels were measured, a minimum of three well volumes of ground-water was purged <br /> from wells MW-1 through MW-7 utilizing a hand bailer and a two-stage submersible pump <br />' Temperature,pH and conductivity were measured at regular purge volume intervals utilizing an ICM <br /> model 52200 water analyzer to track stabilization of produced water Stabilization data and field logs <br /> are contained in Appendix D Purged ground water was stored in 55-gallon drums on-site in an area <br />' lacking public access <br /> The ground water levels from monitoring wells MW-1 through MW-7 achieved a minimum of 80 <br /> percent recharge prior to sample collection Ground water samples were collected utilizing <br /> disposable polyethylene bailers Ground water samples were transferred into EPA-approved 40-m1 <br /> VOA vials containing 0 5 ml 18% hydrochloric acid as a sample preservative Care was taken to <br /> ensure that visible air bubbles were not present in the VOAs after filling and capping The ground <br /> water sample containers were labeled with the well designation, date, time, and sampler's initials <br /> Adramed GeoEnvironmental,Inc <br />