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t I <br /> r II <br /> i � F X <br /> Quarterly Report - First Quarter 2004 <br /> • MM.B. GARAGE (ERARDI VENTURES) <br /> i715 North Hunter Street, Stockton, California <br /> i1.0. INTRODUCTION <br /> At the request ofMr Vince Erardi ofErardi Ventures,Advanced GeoEnvironmental,Inc (AGE)has <br /> iprepared this quarterly report for the property located at 715 North Hunter Street, Stockton, <br /> California The scope of work included performance of a quarterly ground water monitoring event <br /> and the preparation of this report The site and the surrounding area are illustrated on Figure 1 <br /> iOnt-site structures and monitoring well locations are illustrated on Figure 2 Additional site <br /> background information is provided in Appendix A <br /> 2.0. PROCEDURES <br /> f <br /> Four ground water monitoring wells were purged and sampled on 14 January 2004 Field work was <br /> performed as outlined in the AGE-prepared Monitoring Well Installation Work Plan --May 2002, <br />' dated 22 May 2002 and approved by the San Joaquin County Environmental Health Department <br /> (EHD) by letter dated, 22 July 2002, the work was performed in accordance with guidelines <br /> established by the Central Valley Regional Water Quality Control Board (CVRWQCB) for the <br />' investigation of underground storage tank(UST) sites <br />' 2 1 WELL MONITORING AND EVACUATION <br /> On 14 January 2004, the depth to ground water in all four monitoring wells was measured from the <br />' top of each well casing to the nearest 0 01-foot utilizing a Solinst water level meter Ground water <br /> elevation in each well was calculated by subtracting the measured depth to ground water from the <br /> surveyed casing elevation (Table 1) ' <br /> After water levels were measured,between 6 and 7 gallons of water(a minimum of 3 casing-water <br /> volumes per well) were purged from the-monitoring wells using a Waterra inertial pump and <br /> dedicated hoses Groundwater temperature,pH and conductivity were measured at regular intervals <br /> during purging using an Oakton water analyzer,Field sheets and data are included in Appendix B <br /> Purged water was stored on-site in properly labeled,5 5-gallon Department ofTransportation(D(?T)- <br />' approved drums <br /> I2 2 COLLECTION AND ANALYSIS OF GROUND WATER SAMPLES <br /> r <br />' Water samples were collected from each purged well using dedicated tubing after allowing the wells <br /> • to achieve a minimum 80% recovery of the pre-purge water volume Each water sample was <br /> transferred into the following laboratory supplied containers three 40-m1 volatile organic analysis <br /> I 'Advanced GeoEavironmentai,Inc <br />