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La <br /> Geological Talutia t,x <br /> Dual Phase Extraction pilot Test Report <br /> �+ Project No. 723.2 Page 10 <br /> November 5,2004 <br /> extraction system drawing from EW-I would be sufficient to address the soil beneath <br /> Portion of the site. h a major <br /> The laboratory analyses of the soil vapor samples obtained during the test are summarized in <br /> Table I in Appendix A, and in the following table: <br /> Well Date Time Benzene Toluene Eth I X lene TPH-G <br /> u L u L Benzene u L <br /> U <br /> u L <br /> EW-1 07/26/049:45 380 1400 250 990 16000 <br /> 07/26/04 18:00 250 960 200 870 11000 <br /> �- 07/27/04 9:00 160 640 140 610 7100 <br /> 07/27/04 17:00 540 1000 170 730 9600 <br /> 07128104 0:40 460 760 80 300 7300 <br /> 07128104 1 8:00 170 470 84 340 5400 <br /> 07/28/04 16:30 460 880 140 590 9400 <br /> 07/29/04 1 9:00 410 830 150 670 9200 <br /> The highest concentrations were measured when vapor only was extracted. from EW-l- As <br /> water was extracted the vapor concentrations fell as more vacuum was applied to removing <br /> water from the increased depth of the stinger elevation. GTI used the laboratory data in <br /> conjunction with the extraction rates in Table 3 to determine the amount of contaminant mass <br /> removed by vapor extraction during the test. <br /> ti <br /> As shown in Table 6 in Appendix A the vapor extraction system removed 485 kg or 173 <br /> gallons of gasoline range petroleum hydrocarbons (TPH-G) during the week long period. It <br /> is noted that this amount includes some TPH-G separated (volatilized) out of groundwater by <br /> the liquid ring pump process. <br /> 5.2 Groundwater Extraction <br /> Groundwater samples were obtained during the test from two locations: well EW-1 using a <br /> disposable Teflon bailer; and from the treatment system discharge port which is located after <br /> the liquid ring pump water/vapor separation process. The laboratory results of these samples <br /> are included in Table 2 and the following table: <br /> 4 <br /> f.r <br />