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Geological Technia lnc. Page 7 <br /> ' Additional Site Characterization and <br /> 31 Quarter Groundwater Monitoring <br /> • Project No.989.2 <br /> October 31,2002 <br /> ' 3.1 Analytical Results <br /> SOIL <br /> In summary: <br /> • Minor concentrations of BTEX constituents and TPH-G were found near the capillary <br /> fringe in the 10,5 to 11 foot sample from MW-101. <br /> ' • The 30.5 to 31 foot sample from MW-101 was non-detect for all analyzed constituents. <br /> • MTBE was non-detect in all samples collected from MW-101. <br /> 1 • MW-7 and MW-9 were non-detect for all analyzed constituents. <br /> • Soil samples were not able to be collected from MW-8 since it had to be drilled with the <br /> mast of the drill rig down. <br /> GROUNDWATER <br /> In summary: <br /> ' • Trace levels of BTEX and low levels of TPH-G were detected in MW-1. <br /> • MW-2, MW-7 and MW-101 were non-detect for all analyzed constituents. <br /> • Fuel oxygenates including MTBE were non-detect in MW-1, MW-2, MW-3, MW-7 and <br /> MW-101. I <br /> • MW-3 had a trace detection of xylene, otherwise non-detect for all analyzed <br /> constituents. <br /> • MW-4 had trace levels of BTEX and low levels of both MTBE and TPH-G. <br /> • MW-5, MW-6, MW-8 and MW-9 show the presence of MTBE and are non-detect for all <br /> ' other analyzed constituents. The highest concentration of MTBE is in MW-6. <br /> 3.2 Geology and Field Observations <br /> The following section discusses the subjective field observations and geology documented <br /> ' during this investigation based on the interpretations of the field geologist. <br /> • The geology between 0 and 10 feet bgs is characterized by clay and silt, primarily brown <br /> ' in color with varied degrees of plasticity. <br /> • A sand layer was between 10 and 30 feet bgs. This layer is primarily tan in color with <br /> abundant organic material. The grain size is fine to medium and poorly sorted. <br /> ' • A clay layer was encountered between 31 and 42 feet bgs. The clay is blueish-gray in <br /> color with moderate plasticity. <br /> 3.3 Hydrology of Site <br /> On August 22, 2002, the depth to groundwater was measured in the new monitoring wells <br /> (MW-7, 8, 9 and 10 1) prior to purging. On September 26, 2002, the depth to groundwater <br /> was measured in monitoring wells MW-1 through MW-6. Depths to groundwater in the <br /> shallow monitoring wells ranged from a high of 7.64 feet below the top of casing to a low of <br /> 9.18 feet below the top of casing. The average depth to water in the shallow wells was 8.49 <br /> feet below the top of casing and is consistent with historical data at this site. <br /> Groundwater elevation has been updated using the data gathered from the October GPS <br /> surveying event. The average groundwater elevation for the 3' quarter event was 1.11 feet <br /> below mean sea level (MSL). Previous groundwater elevations recorded at this site have <br />