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CLEAR' TER <br /> G R. 0 U 'P" 1 N C, <br /> 2.3 Groundwater Gau in , Sam lin and Analysis <br /> g g Sampling <br /> The monitoring. wells were gauged and sampled'on February',28, 1995'. Prior to <br /> sampling, all wells were "purged of a "mi imum of ten "well" volumes of.. <br /> groundwater.- Well "purging information •is' presented on the Gauge. Data/Purge <br /> Calculations and Purge Data forms in Appendix 0. <br /> 'Following recovery'of water levels to at least 80°k/o of:their static levels, groundwater <br /> samples were collected 'from the` monitoring wells using dedicated polyethylene '. <br /> bailers. Samples were.labeled;;documented on a chain-of-custody form, .and;placed <br /> in a cooler for .transport to PACE,, Inc:, a state-certified . 1.laboratory located in <br /> Petaluma, California. The ground`,water.samples were analyzed for TPHg and TPHd <br /> by EPA Method 8015-:(modified) arid'"BTEX by EPA Method 8020"(modified). <br /> 3.0 ,RESULTS AND"DISCUSSION <br /> 3.1, Site Stratigraphy ; <br /> .. Sediments encountered_ during drilling consisted. primarily of silty sand in the' <br /> upper half of the borings and poorly graded,sands with or without interbedded silt <br /> in the lower half. -Minor gravel was also noted throughout the borings. Complete <br /> soil sample descriptions are presented on the Soil Boring Log "and Well-. <br /> Construction Diagrams irCAppendix"Cr <br /> 3.2 Results of Soil Sample Analysis <br /> No TPHg, TPHd or BTEX was detected in concentrations exceeding the method <br /> detection limits in soil samples,collected from blorings MW-1, MW-2 and MW-3. A <br /> summaryof soil sample,analytical results is presented•on Table 1. A.copy.of the <br /> laboratory"report and "chain-of-custody.form are attached'in Appendix E. � <br /> 3.3 Groundwater Gradient <br /> On February 28, "1995, the depth to groundwater in each of the wells ranged from, <br /> 20.74 to .21:91 feet below top of casing. .Groundwater"flow,was determined to be to <br /> the southwest at an' approximate gradient of'0.1% (0.001ft/ft). Depth to water <br /> measurements and wellhead elevation data ere used to calculate, groundwater l <br /> elevation:contours (Figure 3): <br /> 3.4 Results of"Groundwater Sample Analysis" <br /> Separate-phase petroleum was not detected in "'any of the monitoring wells: "Neither <br /> TPHg nor BTEX were detected.in groundwater-samples collected from monitoring <br /> wells"MW-1, MW-2 and MW-3. TPHd was detected at concentrations of.150, 330 and, <br /> 100 parts per billion (ppb), respectively. A'summary of. groundwater elevations and . { <br /> " anal tical results is: resented on Table"2.'.Hydrocarbo'n concentrations"are displayed <br /> y . p <br /> D-104 SWI 3 May.1, 1995. <br />