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i <br /> 21 May 2003 <br /> AGE-NC Project No 95-0130 <br /> Page 8of16 <br /> utilizing a Magnehelic vacuum gauge attached to the inlet of the blower, SVE air flow will be <br /> monitored using a Dwyer DS-200 flow sensor Sampling ports will be installed upstream of the <br /> vacuum blower inlet to recover SVE influent air flow vapor stream samples,and downstream of the <br /> catalytic converter to recover effluent SVE air flow samples and to monitor the efficiency of <br /> hydrocarbon destruction A schematic diagram of the SVE treatment system is depicted in Figure 7, <br /> additional information is in Appendix B <br /> 3 5 PROPOSED INTERIM GROUND WATER REMEDIATION SYSTEM <br /> Utilizing submersible Grundfos pumps,ground water will be extracted from wells EW-1 and EW-2 <br /> and routed through the underground piping to a 1,000-gallon above ground storage poly tank <br /> (holding tank) From the holding tank,groundwater will be processed through a four-stage treatment <br /> system The first two stages of the pump and treat system will utilize two 2,000-pound media <br /> canisters of granular activated carbon (GAC) to address dissolved TPH-g and BTEX in extracted <br />' ground water, the final two stages of treatment will address MTBE and other fuel oxygenated <br /> compounds utilizing two 1,500-pound canisters of SunSolve,a patented material that has an affinity <br /> to absorb MTBE A schematic diagram of the GAC/SunSolve ground water treatment system is <br /> tdepicted in Figure 8,additional information is in Appendix C Treated water will be discharged into <br /> the City of Stockton sanitary sewer system located approximately 10 feet north of the site on Market <br /> Street AGE proposes to operate a pump-and-treat interim remediation system within Hydrologic <br /> Unit I until directed otherwise by the SJCEHD or the RWQCB <br /> 3 6 INTERIM REMEDIATION START-UP PERIOD <br /> I During the SVE start-up period (first week of operation), influent and effluent air-flow vapor <br /> samples will be collected on a daily basis and submitted for laboratory analysis of TPH-g,BTEX and <br /> MTBE to monitor hydrocarbon destruction efficiency,during this time,SVE operational parameters <br />' including soil-gas vapor concentrations, air flow, vacuum and temperature will be monitored on a <br /> daily basis to gauge the optimal destruction rate of recovered hydrocarbon vapors Following the <br /> SVE start-up period, air-flow vapor samples will be collected on a monthly basis and the SVE <br />' operational parameters will be monitored on a weekly basis to monitor cleanup progress <br /> During the pump and treat start-up period(first two weeks of operation),grab ground water samples <br />' will be collected on a daily basis from the influent and effluent sampling ports of the treatment <br /> system and analyzed for TPH-g,BTEX, fuel oxygenated compounds, 1,2-DCA and EDB to ensure <br /> treatment of petroleum-impacted ground water Additionally,depth to ground water measurements <br />' will be collected from momtonng wells,and operational parameters(ground water flow meters,fluid <br /> level sensors, total flow indicators) will be monitored daily during the start-up period to ensure <br /> IAdvanced GeoEnvironmental,Inc <br /> I <br />