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�. *"00 16 December 1999 AGE-NC Project No. 95-0184 Page 6 of 6 hours to determine the relative subsurface permeability for vapor extraction, radius of influence of the vapor extraction well and the initial hydrocarbon recovery rate. The extraction well vacuum, induced vacuum at monitoring points, extracted hydrocarbon concentrations and extraction flow rate will be measured at regular intervals throughout the test.Data will facilitate in the design of the SVE system and will be used to determine the number of vapor v� wells, the spacing of the wells and the selection of vapor remediation system (e.g. internal combustion, thermal oxidation, etc.). Four vapor samples will be collected from the extraction well during the test. Samples will be collected at approximately two hour intervals. The samples will be collected in Tedlar bags and stored in a cool container and transported under chain-of-custody to a DHS-certified laboratory for analysis. Each vapor sample will be analyzed for TPH-g and BTE&X in accordance with the appropriate EPA methods. 4.6. GROUND WATER EXTRACTION PILOT TEST A submersible pump will be used to extract water from VW3 and induce a decline in static water level in the extraction well. Pressure transducers will be placed in surrounding wells and the pumping well and a datalogger will be used to monitor the ground water depths before and during pumping. A Solinst water level meter will also be used to monitor ground water depths to confirm 4a and calibrate pressure transducer data. Ground water will be initially be extracted at a rate of approximately 2 gallons per minute. The extraction rate may vary, depending on the drawdown induced during the field work. All extracted groundwater will be stored in a temporary, above- ground(Baker-type),storage tank or in 55-gallon DOT drums. The pump test will last approximately elf 8 hours. Graphing and computer modeling will be used to analyzed the data and determine aquifer �y characteristics. 4.7. REPORT PREPARATION Procedures and findings of drilling and well installations will be summarized in a Quarterly Report prepared for the site.Results of feasibility studies will be detailed in a Corrective Action Plan(CAP). The CAP will provide an analysis of feasibility testing and include recommendations for soil and ground water remediation at the site. The reports will be in a format acceptable to the PHS/EHD and will be reviewed and signed by a Registered Geologist. Advanced Geo Environmental,Inc.