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i 1 y• 4 <br /> :,Quarterly Report ip <br /> 5econd1 Quarter 2002,'. <br /> ' r Former HESS-DuBOAS-CLEANERS a <br /> 348-West Harding,Way 4• <br /> Stockton, California , <br /> 1:0:.. . INTRODUCTION <br /> Advanced GeoEnvironmental, Inc. (AGE),has prepared,this quarterly report for,348 West Harding <br /> Way, Stockton;.California. The.objectives of,the,work were to monitor dissolved petroleum ; <br /> r hydrocarbon concentrations in ground,water and to characterize ground water flow direction and <br /> gradient.,The site setting is'illustrated'on Figure 1, site structures.and'monitoring Well.lo cations are <br /> r. depicted on-Figure,2. ' <br /> This,report has'been prepared in accordance'With guidelines established by'the California Regional <br /> Water Quality Control Board-Central Valley Division(CRWQCB)for investigation of underground <br /> story e tank UST sites. A summary of previous investigations at the site was included in the AGE­ <br /> prepared <br /> (UST) n 'Y <br /> prepared Additional Site Assessment and Ground Water•:Extraction'Workplan, dated 29 December. <br /> 2000. Analytical data for ground water samples acquired to date is included in this report.-. <br /> 1 <br /> 2.0. , PROCEDURES <br /> On 12 June 2002, ground water monitoring and sampling were performed at the site on monitoring <br /> ' wells-MW-1 through MW-10. ,Ground water monitoring procedures for the site were outlined in <br /> Work Plan Addendum For Additional Ground Water Investigation, dated 15.November 1995,, <br /> prepared by AGE and approved by the SanJoaquin County Environmental Health Department(EHD) <br /> ' by permit dated 07 December 1995,�and conform to ground water monitoring guidelines issued by <br /> the EHD. '. <br /> '. 2.L' WELL MONITORING AND EVACUATION <br /> ' <br />• ,.AS�olinst•Water-level meter was used to measure'the de th to �ound vvater-in each well relative:to' <br /> r P r - ..r .-. <br /> the top'of the well casing. The ground water elevations and hydraulic gradient at the site-were <br /> calculated from'this data (Table 1). <br /> After ground water depths were measured, a-pre-cleaned; two-stage submersible pump or.new <br /> disposable, dedicated bail&r were used to evacuate water in wells MW-1.'through_MW,10. During <br /> the June sampling event, approximately 7 to'14 gallons of water•(a minimum of three casing-water <br /> volumes) were removed from each well, Temperature,pH and conductivity were measured at 1.5 to <br /> 3-gallon intervals using,an Oakton water analyzer._,Purged water was stored in, 55-2allon DOT <br /> approved-drums on-kte. :Monitoring well stabilization data and field data sheets'are included in <br /> •, Appendix A;' ; <br /> Advanced GeaEnvironzneRta4 Inc. <br />