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bailers until the temperature, H, and the conductive of the water had stabilized and a P P conductivity minimum of four well volumes were evacuated from each well No floating product was observed in any of the wells Approximately 12 to 16 gallons of water were removed from each well, with measurements collected every two gallons (Table 2) The measurements were obtained using an ICM Water Analyzer Model #52200 The purge water was stored in 55-gallon DOT-approved drums at the site After purging each well, water samples were obtained utilizing weighted single-check valve disposable bailers The samples were placed in EPA approved 40-m1 vials, capped with teflon-faced silicone septa and transported in a chilled container to Sparger Technology, Inc for analysis 3.4 Laboratory Analysis of Soil and Water Samples Selected soil samples were analyzed for total petroleum hydrocarbons (TPH) as gasoline and diesel, and volatile aromatics (BTE&X) in accordance with EPA methods 8015m and 8020, respectively Water samples were analyzed for TPH as gasoline and BTE&X in accordance with EPA methods 8015m and 602, respectively All samples were analyzed by Sparger ' Technology, Incorporated TABLE 1 SUMMARY OF GROUNDWATER ELEVATIONS (Feet) Well No Date Relative Casing Depth to Relative Elevation Groundwater Groundwater Elevation MW-1 2122194 9783 5529 4254 MW-2 2122194 9749 5487 4262 MW-3 2122194 9800 5533 4267 MW-4 2122194 9786 5557 - 4229 4.0 FINDINGS 4 1 Stratigraphy i The soil borings penetrated generally fine-grained sediments from approximately 70 feet to the surface, consisting of clayey silt, silty clay, sandy silt, and gravelly silt Groundwater was encountered at approximately 55 feet below ground surface I A fine-grained interval of clayey silt, silty clay, and fine sand was encountered in Boring B1 from 75 feet to the surface A silty clay layer was encountered between approximately 40 [irry a AuwAu",,0 F 41A 17 5 8