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k■ KLEINFELDER <br /> e <br /> t <br /> (MW-1). Groundwater flow was found to be to the southwest with a gradient of 0.010 ft/ft. For <br /> a summary of elevation data see Table 1. A groundwater flow direction and contour map is <br /> depicted on Plates 4 and 5. <br /> 4.5 COLLECTION OF GROUNDWATER SAMPLES <br /> A total of four groundwater samples were collected on October 29, 2003. The groundwater <br /> samples were collected from monitoring wells MW-1 through MW-4. The wells were purged <br /> and sampled using disposable bailers as generally described in Appendix B. A transparent <br /> disposable bailer was partially submerged into the groundwater prior to purging each monitoring <br /> well to assess the groundwater for a potential sheen and/or floating product. No sheen or floating <br /> product was observed in the water from the four monitoring wells, nor were any unusual odors <br /> noted. Copies of the monitoring well sampling logs are included in Appendix C. <br /> Purge water from the monitoring wells was stored on site in labeled 55-gallon drums pending <br /> chemical analysis and disposal by the client. <br /> t <br /> The four groundwater samples were submitted for the following analyses: <br /> I <br /> • Total Purgeable Petroleum Hydrocarbons as referenced to Gasoline [TPH-G] by <br /> EPA Method 8015M; <br /> • Five Oxygenates (ETBE, DIPE, MTBE, TAME and TBA), by EPA 8260; <br /> • Total Extractable Petroleum Hydrocarbons as referenced to Diesel and Motor Oil <br /> [TPH-D/MO] by EPA Method 8015M/3015. <br /> The groundwater samples collected from perimeter monitoring wells MW-1, MW-3 and MW-4 <br /> were also submitted for the following analyses: <br /> • Volatile Organics by EPA Method 8260; <br /> 4.6 HAND AUGER SAMPLING <br /> Shallow soil sampling was conducted using a hand auger and hand sampling device in multiple <br /> areas including a wash down area, chemical storage area, retention basin (pond) areas and from <br /> an approximately 75 yard soil stockpile. <br /> Each of the soil borings were advanced in these areas using a stainless steel hand auger. Soil <br /> samples were obtained by slide hammering a 2-inch diameter by 6-inch long stainless steel tube <br /> into the soil at the desired sampling depths. The stainless steel tube was then removed from the <br /> boring and sealed with Teflon° sheeting and tight-fitting plastic end caps. The samples were <br /> immediately stored in an iced cooler. The samples were transported under chain-of-custody <br /> 36274/ST03RI919 Page 8 of 19 <br /> I <br /> 2004 Kleinfelder,Inc. January 5,2004 <br /> Q <br />