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A <br /> 09 April 2002 <br /> AGE-NC Project No. 97-0301 <br /> Page 13 of 14 <br /> simultaneously to determine effectiveness of SVE and IAS . An internal combustion (IC) driven <br /> engine will be used to apply a vacuum on SVE well V W- 1 while wells VW-2, EW- 1 and MW-7 will <br /> be utilized as observation points. During the SVE pilot test, SVE operational parameters including <br /> soil-gas vapor concentrations, air flow and vacuum measurements will be monitored at %z-hour <br /> intervals utilizing Dwyer Magnehelic vacuum gauges and a photo-ionization detector (PID : Thermo <br /> Environmental 580A, 10.0 eV; calibrated to isobutylene). A compressor driven unit will be used to <br /> I <br /> nject air into the subsurface via IAS well AW- 1 while air sparging rate, vapor concentrations, <br /> ground water depths and dissolved oxygen will be measured at approximate ''/a-hour intervals from <br /> wells EW- 1 , VW- 1 , VW-2, MW- 1 , MW-2, MW-3, MW-4, MW-5, MW-6 and MW-7 . <br /> I <br /> Soil vapor samples will be collected at 2-hour intervals in Tedlar bags and analyzed for TPH-g, <br /> BTEX and MTBE from aDHS-certified laboratory. Soil vapor fieldparameters and analytical results <br /> will facilitate the design of an SVE system and will be used to determine a general radius of <br /> influence for spacing of SVE wells, selection of an appropriate SVE system and determine <br /> feasibility of IAS as a remediation alternative. <br /> i <br /> 4. 8. IN-SITU OZONE SPARGING PILOT TEST <br /> l Ozone spargmg is an in-situ air stripping process utilizing fine bubbles of ozone that will be injected <br /> into saturated soil via OW- 1 to extract and decompose dissolved petroleum hydrocarbon <br /> constituents. An ozone generator will be utilized to produce gaseous ozone which will be injected <br /> into the subsurface via microsparge points. The "microbubbles" (approximately 50 micrometers) will <br /> be forced out into the surrounding saturated soil and react with the target analytes, producing carbon <br /> dioxide and water. <br /> The frequency and duration of ozone injection periods will be be regulated at the ozone generator <br /> control box. Initially, operation of the ozone injection systein will be based on the manufacturer' s <br /> recommendations. Injection rates, frequency and duration may be adjusted to compensate for site <br /> conditions during thepilot test. The ozone sparge feasibilitytest will be performed for approximately <br /> four weeks; ground water samples will be collected and analyzed monthly from the existing <br /> monitoring well network and the proposed cluster well to evaluate the effectiveness of the ozone <br /> sparge system. <br /> Grab water samples will be collected at 1 -week intervals for six weeks (four weeks during ozone <br /> sparging and two weeks thereafter) from wells EW4 , VW- 1 , VW-2, AW- 1 , MW4 , MW-7 and <br /> MW-8 and submitted to a DHS-certified laboratory for the following constituents: <br /> • TPH-g/TPH-d/TPH-k/TPH-mo in accordance withEPAMethod 8015 Modified/5030/3550; <br /> • BTEX, methanol, ethanol, 1 ,2-DCA, EDB, MTBE, TAME, DIPE, ETBE and TBA by EPA <br /> Advanced GeoEnvironmental, Inc. <br />