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SOIL VAPOR EXTRACTION PILOT STUDY REPORT San Joaquin County <br /> Montgomery Ward Auto Service Center Public Health Services Department <br /> 5400 Pacific Avenue Stockton, CA Site Code 2163 <br />' obtained The maximum distance at which such changes can be observed is an Indication of the <br /> radius of influence of the spargmg system <br />' 8 2 1 Dissolved Oxygen in Ground Water <br />' Figure 30 shows the dissolved oxygen levels in ground water samples from various wells <br /> before and after the spargmg test as determined by testing the samples at a analytical <br /> laboratory Results show an increase in oxygen level in all wells except MW-6 This suggest <br /> that the radius of influence of the spargmg zone ranges from 30 ft to 60 ft at the elevation of <br />' the ground water table Laboratory reports for ground water analyses are included in <br /> Appendix J <br />' Figure 31 shows the dissolved oxygen in ground water as determined using a field instrument <br /> (GT-302) Again, the results suggest an Increase in oxygen level in most of the monitoring <br /> points, particularly in VEW-3, VEW-4 and VEW-5 <br />' 8 2 2 Vapor Concentrations Before and After <br /> As part of the air-sparging test, concentration were measured in soil vapor probes using a field <br />' instrument before and after the air spargmg test Results are shown in Figure 32 The <br /> concentrations are somewhat erratic and do not suggest any particular pattern The high initial <br /> values are probably due to "rebound" overnight As the day proceeded with active vapor <br /> extraction, these values appeared to reduce There is somewhat of an indication that the <br /> concentration values show an increase towards the end of the day This may be the result of <br /> the air spargmg activities that started at approximately 12 30 PM <br /> 8.3 VES Unit Performance Results <br />' As part of the pilot test, EAI monitored the performance of the VES unit The information <br /> obtained will help design the appropriate VES unit for the final remediation system, if so <br /> required <br />' 8 3 1 Vacuum versus Flow Rate <br /> Figure 33 shows vacuum vs flow rate measured at the VES unit during the pilot test The <br />' first two columns (vacuum of 20 and 30 in WC) were measured with ambient air only The <br /> next five columns (vacuum of 80, 81, 95, 100 and 110 in WC) are measured with only one <br /> well (VEW-1A) connected to the VES unit Finally, the last six columns are when two wells <br /> (VEW-IA and VEW-1B) were connected to the VES <br /> Note that the measured flow rate is a combination of vapor from the well and dilution air By <br /> reducing the dilution air, the unit can be forced to extract vapors from wells at higher vacuum <br /> rate However, as the data shows, this decreases the total air flow into the unit When the <br /> vacuum is low (by opening the dilution valve), more dilution air is drawn into the VES but <br /> when the vacuum increases (by closing the dilution valve), more vapors are being drawn from <br /> the wells <br /> Throughout the test, EAI could not completely close off all dilution air because It caused the <br /> vacuum to increase beyond the capacity of the pump From this observation, it appears that <br />' Project No 1232 - 14 - ENVIRONMENTAL AUDIT, INC <br />