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i <br /> . Quarterly Report - First Quarter 2006 <br /> MEL BOKIDES PETROLEUM, INC. - MOSSDALE <br />' 444 Mossdale Road, Lathrop, California <br />' 1.0. INTRODUCTION <br /> At the request of Mr Nick Bokides of Mel Bokides Petroleum,Inc ,Advanced Geo Environmental, <br />' Inc (AGE)has prepared the enclosed report for the former Mel Bokides Petroleum facility located <br /> at 444 Mossdale Road,Lathrop,California(site) The scope of work included gauging and sampling <br /> the on-site ground water monitoring well network, submission of monitoring and analytical data to <br />' the State Water Resources Control Board's GeoTracker information management system, and <br /> preparation of this report The site setting is illustrated on Figure I Site structures, previous soil <br />' borings, and monitoring well locations are depicted on Figure 2 , <br /> Field work was performed in accordance with Central Valley Regional Water Quality Control Board <br /> (CVRWQCB)and San Joaquin County Environmental Health Department(EHD)guidelines for the <br />' subsurface investigation of underground storage tank(UST)sites and ground water monitoring well <br /> sampling procedures, respectively The site history, a description of work previously performed at <br />' the site with analytical data from the previous investigations, and a site conceptual model are <br /> included in Appendix A <br /> • <br /> 2.0. PROCEDURES <br />' Field procedures were performed in accordance with CVRWQCB guidelines for the investigation <br /> of UST sites and EHD guidelines for the sampling of groundwater monitoring wells The procedures <br /> were performed in accordance with the AGE-prepared and EHD-approved Preliminary Site <br />' Assessment Work Plan, dated 15 September 1999 <br />' 2 1 WELL MONITORING AND EVACUATION <br /> On 06 February 2006,a Solinst water level meter was used to measure the depth to ground water in <br />' monitoring wells MW-i through MW-5 relative to the tops of the well casings After depth to ground <br /> water measurements were obtained, approximately five to six gallons of water were removed from <br /> wells MW-I through MW-5 (a minimum of three casing water volumes per well) using dedicated, <br />' disposable bailers Temperature, pH, and conductivity of purged ground water were measured at <br /> regular intervals for stabilization using an Oakton water analyzer Field data sheets are included in <br />' Appendix B <br /> Purged water was stored on-site in properly labeled,Department of Transportation(DOT)-approved <br />' 55-gallon drums pending proper disposal Following purging, the depth to ground water was re- <br /> measured to ensure that a minimum 80%well-volume recharge had been achieved prior to sampling <br />' Advanced GeoEnvironmental,Inc <br /> I ' <br />