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2.0 GROUNDWATER MONITORING, SAMPLING AND ANALYSIS <br /> r� <br /> On August 28, 2008, to comply with quarterly groundwater monitoring requirements, Ramage <br /> Environmental monitored and sampled the three wells for the final time. <br /> �. 2.1 Groundwater Monitoring <br /> To calculate the groundwater gradient and flow direction, Ramage Environmental measured <br /> w <br /> depth-to-groundwater in all three wells using a water level indicator. The depth-to-groundwater <br /> beneath the site ranged from 9.12 feet bgs in MW-3 to 9.56 feet bgs in MW-1. The groundwater <br /> 0.6 elevation beneath the site ranged from a high of 39.82 feet above mean sea level (msl) in MW-1 <br /> to a low of 39.65 feet above msl in MW-3. The resulting groundwater surface appears as a <br /> regular plane dipping toward the north-northwest at a gradient of approximately 0.0026 foot/foot. <br /> La A groundwater surface contour map is included as Figure 3, and the groundwater monitoring <br /> data are summarized in Table 2. <br /> LA <br /> Between June 30, and August 28, 2008, the groundwater elevation in the three monitoring wells <br /> dropped an average of 0.44 feet, the gradient increased from 0.0022 to 0.0026 foot/foot, and the <br /> groundwater flow direction remained toward the north. These groundwater surface <br /> characteristics are consistent with historical and seasonal trends. <br /> 2.2 Groundwater Sampling and Analysis <br /> Following groundwater level measurements, Ramage Environmental purged and sampled all <br /> three monitoring wells. The wells were purged using a pump and dedicated disposable tubing, <br /> LO until at least three well casing volumes were extracted and/or after groundwater temperature, pH <br /> and electrical conductivity values had stabilized. The sampling information field sheets are <br /> included in Appendix B. <br /> Following well purging and recharge, Ramage Environmental sampled groundwater from the <br /> to wells using dedicated disposable bailers and laboratory-supplied containers. The groundwater <br /> samples were transported in an iced cooler with chain-of-custody documentation to Exceichem <br /> Environmental Labs (Exceichem), a state of California certified hazardous waste testing <br /> 4 <br /> laboratory (Certification #2119). Excelchem analyzed each of the groundwater samples for <br /> TPH-as-diesel by EPA Method 8015M, TPH-as-gasoline, and BTEX by EPA Method <br /> �.+ 8021 B/801 5M, and for methyl tertiary butyl ether (MTBE), di-isopropyl ether (DIPS), tertiary butyl <br /> ether (ETBE), tertiary amyl methyl ether (TAME), tertiary butanol (TBA), 1,2-dichloroethane (1,2- <br /> DCA), and 1,2-dibromoethane (EDB) by EPA Method 82606. <br /> ,� 7 <br />