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i <br /> CLEARWATER <br /> C h O L f I \ C <br /> Evrv,romm��tu! Services <br /> 4 0 RESULTS <br /> 4.1 Water Level Gauging Data <br /> On June 16, 1997, the depths to groundwater 1n the six monitoring wells ranged <br /> from 16 05 to 16 79 feet below the top of casing Groundwater elevations, calculated <br /> for the purpose of estimating flow direction and gradient, were approximately one <br /> foot lower than groundwater elevations measured on March 21, 1997 The <br /> groundwater elevation contours shown on Figure 3 indicate that groundwater flow <br /> is toward the northwest The groundwater gradient was 0 008 foot/foot across most <br /> of the site, but was only 0 002 foot/foot between MW-1 and MW-6 This change in <br /> gradient appears as a flattening of the water table west of the former USTs, which is <br /> consistent with the configuration of the water table during previous gauging events <br /> On the basis of historic data, water levels at this site have risen approximately 12 feet <br /> within the past 3 to 4 years It should be noted that during second quarter <br /> groundwater sampling, well screens in all monitoring wells were submerged by <br /> groundwater <br /> r 4 2 Groundwater Analytical Results <br /> Results of MW-1 and MW-2 confirmation sampling indicated that the samples <br /> collected from these two wells on June 16, 1997 may have been switched during field <br /> work or laboratory handling Therefore, the analytical results discussed below <br /> pertain to the samples collected on July 9, 1997 from MW-1 and MW-2, and on June <br /> 15, 1997 for the other four monitoring wells <br /> TPHg and BTEX were not detected in concentrations exceeding the reporting limits <br /> in groundwater samples from monitoring wells MW-1, MW-4, MW-5 or MW-6 <br /> The sample from MW-3 contained MTBE at the reporting limit of 5 parts per billion <br /> (ppb), but none of the other analytes were detected in the sample The sample from <br /> MW-2 contained 66,000 ppb TPHg and 220 ppb benzene MTBE was not detected in <br /> the MW-2 sample, the detection limit for MTBE in this sample was elevated to 500 <br /> ppb because of the high concentrations of other target compounds <br /> A summary of groundwater elevations and analytical results is presented on Table <br /> 1 Hydrocarbon concentrations are presented graphically on Figure 4 Copies of the <br /> laboratory report and chain-of-custody form are attached as Appendix B <br /> D-101 1Q97 3 July 23, 1997 <br />