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• Quarterly Report - Third Quarter 2002 <br /> GEWEKE LAND DEVELOPMENT & MARKETING <br />' 16 South Cherokee Lane, Lodi, California <br /> i1.0. INTRODUCTION AND SCOPE OF WORK <br />' At the request of Geweke Land Development & Marketing (GLDM), and in accordance with <br /> Cleanup and Abatement Order No 93-701,Advanced GeoEnvironmental, Inc (AGE)has prepared <br /> this report of field activities performed at 16 South Cherokee Lane,Lodi,California during the third <br />' quarter of 2002 The site and its surroundings are illustrated on Figure 1 Monitoring well and boring <br /> locations related to the site are shown on Figures 1 and 2 <br />' The scope of work covered by this report includes one quarterly ground water monitoring event <br /> Results of previous investigations are detailed in the Problem Assessment Report (PAR), the <br /> Quarterly Report-March 1996 and the Quarterly Report-March and June 1999 Analytical results <br />' for ground water samples from previous monitoring events are included in Table 3 of this report <br />' 2.0. PROCEDURES <br /> In accordance with the Revised Monitoring and Reporting Program, dated 27 June 2001, fifteen <br />' • wells were monitored and five wells were sampled on 16 September 2002 The Field work was <br /> performed in accordance with San Joaquin County Environmental Health Department (EHD) <br /> guidelines for sampling ground water monitoring wells and Central Valley Regional Water Quality <br />' Control Board(CVRWQCB)guidelines for investigations of underground storage tank(UST)sites <br />' 2 1 WELL MONITORING AND EVACUATION <br /> A Solinst water level meter was used to measure the depth to ground water in fifteen wells relative <br /> to the tops of the well casings (Table 1) After depth measurements, wells MW-7, MW-8, MW-9, <br /> MW-12 and MW-14 were purged using new disposable plastic bailers Between 6 and 8 gallons of <br /> water (a minimum of 3 casing-water volumes per well) were removed from each of the wells <br /> Temperature, pH and conductivity of the purge water were measured at regular purge-volume <br /> intervals using an Oakton water analyzer and the readings were recorded on field logs Field data and <br /> work sheets are included in Appendix A The purged water was containerized in 55-gallon <br /> Department of Transportation (DOT)-approved drums and stored on-site <br /> I <br /> 22 COLLECTION OF GROUND WATER SAMPLES <br /> IThe depth to water was remeasured after purging to ensure a minimum of 80 per cent recharge of <br /> the initial water level in each well prior to sampling Afterwards,a water sample was collected from <br /> IAdvanced GeoEnvironmental,Inc <br />