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I <br /> lie 18 February 1997 <br /> AGE-NC Project No 95-0104 <br /> Page 6 of 22 <br /> total volume from 30 to 45 feet bsg Petroleum hydrocarbon-impacted soil volume assumptions and <br /> calculations are also included in Appendix D <br /> I Ground water has been sampled at the site on fourteen occasions Increasing petroleum hydrocarbon <br /> concentrations have been detected in ground water samples collected from VW-1, which has been <br /> monitored during the last two monitoring events Petroleum hydrocarbon concentrations have <br /> I declined in ground water samples collected from monitoring wells MW-1 through MW-4 However, <br /> ground water has been above the screened intervals in wells MW-2 through MW-4 since April 1994, <br /> therefore, samples collected from these wells during this time may not be representative of actual <br /> ground water conditions <br />' 5.0. POTENTIAL IMPACT ON NEARBY SURFACE AND GROUNDWATER <br /> Typically, ground water would represent the migi ation medium for contaminants over significant <br /> horizontal distances Sites that are located in up-gradient or cross-gradient directions from the subject <br /> -� property are not likely to be negatively impacted by the subject pi operty The nearest surface water <br /> I feature to the site is the Stockton Diverting Channel located approximately 3,500 feet cross-gradient <br /> from the site Based upon the distance from the site, it is very unlikely that impacted ground water <br /> at the Marlowe site represents a threat to the integrity of water in the Diverting Channel <br /> IDrinking water near the site is supplied by the City of Stockton (California Water Service CWS) <br /> from municipal wells First encountered ground water is not used for drinking of irrigation, although <br />' all ground water in the State of California is coiisidei ed to be of potential beneficial use CWS well <br /> 979 is located between Cherokee Road and Waterloo Road approximately 2,000 feet north of the site <br /> and therefore is not likely to be affected by site conditions Furthermore, there does not appear to be <br /> any down-gradient municipal city wells within a one-mile radius of the site <br /> 6.0 SOIL REMEDIATION ALTERNATIVES <br /> 6 1 SOIL. VAPOR EXTRACTION <br /> ISoil vapor extraction (SVE) is a well accepted method of treatment for hydrocarbon-impacted soil <br /> and has been used at numerous sites with an excellent rate of success The method is most effective <br /> Ion volatile hydrocarbons in permeable soil <br /> 611 PRINCIPLES <br /> • Y For most SVE systems, <br /> Y a vacuum blower is used to volatilize hydrocarbons in the vadose <br /> I <br /> I <br />