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--� f �, kSl', 4{_ �f ._ , „yJ �4 t _ '^• -i,� c... � a!li .., � � 1 , Y �t _, h <br /> 1y �.,, i�. i ,11 .' ,, ; '145 a. •' f ti a ys' 1' '' rl,, ,.. <br /> -, — ' '.' , - ,.' _ . ~ "Y. 1• '.�. <br /> Quarterly Report First Quarter 2002 ; <br /> 'Former HESS-DUBOIS CLEANERS, <br /> r 348 We.st'Harding Way' <br /> Stockton,California <br /> a.. 1.0. INTRODUCTION <br /> aAdvanced GeoEnviroiifiiental, Inc. (AGE)lids prepared this quarterly report.for 348,West Harding <br /> ' Way, Stockton,Cal>forn>a.The;slte setting 15 illustrated on Figure L,Site structures and monitoring <br /> ',well,locations.are. depicted:on.Figure 2. The;,objcctive of-the work.'was,.to monitor dissolved <br /> petrolcum hydrocarbon concentrations in.ground water'and to `characterize ground water flow <br /> direction and gradient_ <br /> This`report has been prepared in accordance with guidelines established by the California Regional. <br /> Water Quality Control Board-Central Valley:Divisioh(CRWQCB)for investigation ofunderground. <br /> storage tank(UST)sites.A summary ofprevious investigations at the site was included inAdditional'' <br /> Site Assessment and Ground Water Extraction Workplan, dated 29•December 2000, prepared by. <br /> AGE. Analytical data forground water samples acquired to date is included in this report. <br /> 2.0. QUARTERLY GROUND WATER MONITORING AND SAMPLING <br /> On 04 February 2002, ground water monitoring and,sampling were performed at the site on wells• <br /> MW=1 through MW-10. Ground water monitoring procedures for the site were outlined in Work <br /> Plan Addendurri ForAdditional Ground Water Investigation, dated 15'November 1995,prepared by <br /> AGE and approved by the PHS-EHD by permit.dated 07 December 1995, and conform to`ground ; <br />' water monitoring guidelines issued bythe the San Joaquin County Public, Health Services - <br /> Environmental Health Division (PHS-EHD). ` <br /> 2.1.. WELL MONITORING AND EVACUATION <br /> On 04 February 2002, a Solinst water level meter was used to measure the depth to ground water in' <br /> each well relative to the tops,-6f the well casings. The relative ground water elevation in each well.'. 1 <br /> and hydraulic gradient were determined from these,data(Table 1). 4 <br /> After ground water depths.were measured, a pre=cleaned, two-stage.submersible pump or.newr' <br /> disposable,dedicated bailers were used to evacuate water,in wells MW-3 through MW-10. During <br /> the October sampling,event; approximately $ to, 14 gallons of water(a minim <br /> um.of three.casing- „ <br /> '. water volumes)'were removed from' each well:Temperature, pH and conductivity were measured' <br /> at 1.5 to 3-gallon intervals using an Oakton water analyzer. Purged water was stored'in'55-gallon i <br /> DOT-approved drums on-site:Monitoringwell stabilization data and-field data sheets are included <br /> in Appendix A. <br /> 1 ' IY' gl <br /> I '.Advanced GeoEnvironmental,Inc. <br />