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Project No 034-98081 <br /> Page No 4 <br /> positive PID readings were noted in any of the other boreholes Additionally, no hydrocarbon odors or <br /> oily sheen were associated with the six water samples collected <br /> 52 Groundwater Depth and Recharge Rate <br /> Groundwater was first encountered at depths of approximately 34 to 38 feet bgs in boreholes B-2 through <br /> B-7 Groundwater recharge rate near the water table was somewhat slow in four of six boreholes, <br /> hindering attempts to sample using Hydropunch® methods and requiring overdrillmg to approximately <br />' 40 feet bgs Recharge rates into boreholes were increased using by overdrilling and depth to <br /> groundwater tended to stabilize at approximately 34 feet bgs within 30 to 60 minutes of first groundwater <br /> encounter <br /> 53 Analytical Results <br /> The results of chemical analysis of selected soil samples and groundwater are presented in Tables I and <br /> 11, respectively Samples where analyzed for benzene, toluene, ethylbenzene, and xylenes (BTEX) and <br /> for total petroleum hydrocarbons as gasoline (TPH-G) by EPA Methods 802113 and 8015M, respectively <br /> Methyl tertiary butyl ether(MTBE) was also analyzed by Method 5030 in one groundwater sample One <br /> confirmation sample was also analyzed for volatile organic constituents using EPA Method 8260A <br /> Complete analytical reports may be found in Appendix D <br /> 60 DISCUSSION <br /> 61 Soil Profile and Groundwater Recharge Properties <br /> As noted on the boring logs in Appendix C and borehole locations (Figure 2), the soil profile varies <br /> somewhat substantially over lateral distances of less than 100 feet Within the current groundwater table <br /> interval, moderate to highly plastic clays (CL and CH) predominated although extensive silt was <br /> encountered throughout that depth range in borehole B-6 Thin (0 75 - 2 5 inches thick) sand lenses <br /> (classified as SP) were observed in samples of clay retrieved from boreholes B-2 and B-3, however, no <br /> such lenses were observed in samples from other boreholes Because of their limited thickness, it is <br /> possible sand lenses exist at the remaining borehole locations but were not intercepted in samples <br /> collected Observations of soil cuttings produced while drilling and pulling auger from boreholes B-4 <br /> through B-7, however, showed no evidence of sand lenses being encountered during drilling as was the <br /> instance with boreholes B-2 and B-3 <br /> KRAZAN & ASSOCIATES, INC <br /> Offices Serving the Western United States <br /> 3498081 SGS <br />