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10 June 2008 <br /> AGE-NC Project No. 97-0312 <br /> Page 9 of 11 <br /> be converted from the measured differential pressure and the piping diameter using a nomograph to <br /> standard cubic feet per minute(scfm) . Induced vacuum measurements will be recorded from the <br /> proposed SVE observation and selected groundwater monitoringwells utilizing Magnehelic gauges. <br /> The induced vacuum will be monitored for a stabilized value in inches of water during the SVE tests. <br /> Hydrocarbon concentrations in the well effluent stream will be measured at regular intervals. An <br /> OVM equipped with a PID will be utilized for field measurements. The radius of influence and <br /> hydrocarbon mass removal rate will be estimated from the data collected. <br /> 3.4.2. Collection and Analysis of Vapor Samples <br /> Vapor samples will be collected at 2-hour intervals during the pilot tests from the inlets of the <br /> proposed SVE well VW-1 to measure concentrations of extracted hydrocarbon vapor.The samples <br /> will be collected in carbon vapor traps(caracole adsorption tubes)and Tedlar bags using the vacuum <br /> chamber to fill the bags with an air pump. Following sample collection,the samples will be placed <br /> in a covered container and transported under chain of custody to a CDPH-certified analytical <br /> laboratory for analysis. Each sample will be analyzed within 72 hours for the constituents listed in <br /> Section 2.4. <br /> 3.5. OZONE INJECTION BENCH SCALE TEST <br /> In preparation for groundwater remediation utilizing ozone injection,the CVRWQCB policy for the <br /> investigation of UST sites requires the determination of site-limits of the detrimental, secondary <br /> consequences generated from in-situ ozone injection. <br /> Based upon results from several air-sparging and ozone-injection projects with similar geologic <br /> conditions,it has been AGE's experience that iron fouling of sparge points has not been a concern <br /> to the remediation. However, the Ozone BST is proposed to determine whether general ozone <br /> injection into the subsurface has the potential to significantly increase the concentrations of metals <br /> which may secondarily degrade water quality. The main goal of the Ozone BST is to assess <br /> production of hexavalent chromium(Cr+6)and to secondly measure concentration increases of the <br /> secondary metals and general parameters, as well as the degradation of petroleum hydrocarbons. <br /> 3.5.1. Baseline Analysis <br /> For assessment of baseline conditions, a set of soil and two sets of ground water samples will be <br /> utilized for analysis; one soil sample from each soil sampling interval and ground water sample <br /> generally from the target intervals. Soil and ground water samples will be analyzed by a CDPH- <br /> Advanced GeoEnvironmcntal,Inc. <br />