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I10 February 2006 <br /> AGE-NC Project No 02-0977 <br /> Page 8of12 , <br /> of selected soil samples are summarized in Table 3 GeoTracker confirmation pages of the submitted <br /> Ilaboratory electronic deliverable format (EDF) files are included in Appendix C, the laboratory <br /> reports(CTEL I D Nos 0512-094,0512-095,0512-096,0512-097 0512-106,0512-107)and chain- <br /> of-custody forms are included in Appendix F <br /> Three soil samples (B6-40, B6-70 and B7-35) were submitted to Cooper Testing Laboratory for <br />' laboratory analysis of permeability and porosity by American Society for Testing Materials(ASTM) <br /> standard D 5084 Analysis of B7-35 (silty Sand/sandy Silt) reported an average permeability of 2 X <br /> 10' cm/s and a porosity at 45 1 percent Analysis of B6-40 (silty Sand) reported an average <br /> permeability of 2 X 10'cm/s and a porosity at 38 percent Analysis of B6-70 (clayey Sand)reported <br /> an average permeability of 2 x 10-'cm/s and a porosity at,32 6 percent The laboratory reports(CTL <br /> Job No 255-041) and chain-of-custody forms are included in Appendix G <br /> I <br /> 3 5 LABORATORY RESULTS OF GROUND WATER SAMPLES <br />' A total of eight ground water samples were submitted to CTEL, a DHS-certified laboratory for <br /> analysis of TPR-g, BTEX, MTBE, TAME, DIPE, ETBE, TBA, 1,2-DCA and EDB <br /> I • TPH-g was detected from wells MW-2, MW-3 and MW-5 at concentrations of 89,000 micrograms <br /> per liter(µg/1), 1,900 µg/1 and 220 gg/l, respectively <br />' BTEX constituents were detected from well MW-2 at concentrations of 2 9 l benzene, 3 2 1 <br /> gP� g� <br />' toluene and 2 µg/1 xylene <br /> MTBE was detected from wells MW-2, MW-3 and MW-5 at concentrations of 80,000 Vg/l, 1,800 <br />' µg/l and 220 Vg/l, respectively <br /> TAME was detected from well MW-2 at a concentration of 18 gg/l <br />' No other constituents of concern were detected above laboratory reporting limits in the analyzed <br /> samples Analytical results of ground water monitoring well samples are summarized in Table 4 The <br />' estimated extent of MTBE-impacted ground water is depicted in plan view in Figure 10 GeoTracker <br /> confirmation pages of the submitted laboratory electronic deliverable format(EDF)files are included <br /> in Appendix C, laboratory reports (CTEL I D No 0512-173) and chain-of-custody forms are <br />' presented in Appendix H <br /> I <br />' Advanced GeoEnvironmental,Inc <br />