Laserfiche WebLink
2.0 GROUNDWATER MONITORING, SAMPLING AND ANALYSIS <br /> On January 29, 2009, to monitor the plume of impacted groundwater and to comply with quarterly <br /> groundwater monitoring requirements, Ramage Environmental monitored and sampled the eight <br /> wells. The sample information field sheets are included in Appendix A. <br /> .1 Groundwater Monitoring <br /> To calculate the groundwater gradient and flow direction, Ramage Environmental measured the <br /> depth-to-groundwater in the wells to within o.01-foot using a water level indicator. The depth to <br /> NAW the groundwater tele in the eight wells ranged from 33.50 feet bgs its MW-6 to 42.00 feet bgs in <br /> MW-4, The corresponding groundwater surface elevations in the eight monitoring wells ranged <br /> from a high of 17,49 feet below mean sea level (rust) in well W-7 to a low of 18.032 feet below <br /> nsl at MW-4. The resulting groundwater surface appears as an irregular plane generally dipping <br /> toward the northeast at a gradient of approximately O 0013 foot/foot, A groundwater surface <br /> contour map is included as Figure 3 and the well construction details, wellhead elevations and <br /> groundwater monitoring data are summarized in Table 5. <br /> Between October 29, 2008 and January 29, 2009, the groundwater potentiometric surface in the <br /> eight monitoring wells rose an average of 1,32 feet, the groundwater gradient increased from <br /> g. it jl2 to 0.0€313 foottfoot, and the groundwater flow direction remained toward the northeast. <br /> These groundwater flow and gradient characteristics appear to be consistent with historical and <br /> seasonal trends. <br /> 2.2 - Groundwater Sampling and Analysis <br /> Following groundwater level measurements, Ramage Environmental purged and sampled the <br /> eight wells. The wells were purged with a pump and dedicated disposable tubing until at least <br /> tares well casing volumes had been removed and/or after groundwater temperature, ply and <br /> electrical conductivity values had stabilized. Groundwater was sampled from the wells using <br /> disposable polyethylene trailers and laboratory-supp <br /> lied containers, Each sample container was <br /> transported in an iced cooler with chain-of-custody documentation to Excelchern Environrne� tal <br /> Lab (Exlchern , a state tat California certified'hazardous waste testing laboratory #2119). <br /> E celche n analyzed each sample for TPH-as-jet fuel and T l -as-diesel by EFTA Method 801 5M, <br /> for TPM-as-gasoline,benzene,toluene, eth l en ene, xylenes ( °TE by EPA Method <br /> 8021 B1801 5M, and for methyl tertiary butyl ether (MTBE), di-isopropyl ether(RIPE), ethyl tertiary <br /> butyl ether ETRE ,tertiary amyl methyl ether(TAME), <br /> tertiary butanol (TBA), 1,2-dichloroethane <br /> (1,2-DCA), and 1,2- ihromo thane(EDB) by EFTA Method 52601, <br /> 7 <br />