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PLWOSE AND SCOPE <br /> The following report documents the Second Quarter 2003 groundwater monitoring <br /> Depth to water measurements and groundwater sampling was conducted on May 22, <br /> 2003 <br /> r�E LOCA�IOI� I.ND DESCR"TION <br /> The site address is 1876 Country Club Blvd , Stockton, CA It is located at the southeast <br /> corner of the intersection of Mission Street and Country Club Blvd (Figure 1) The <br /> property is located in projected Section 4, TIN, R6E of the MDB&M at approximately <br /> five feet above mean sea level The north corner of thero e <br /> and Mission Road is at N370 58 044' Latitude and W121 9 393' Longitude ( esa <br /> at Country Club Blvd <br /> o <br /> 7 0) On May 1, 2001 Land Surveyors Kjeldsen, Sinnock & Neudeck, Inc suurvledthe <br /> positions, top of casing and surface elevations of all wells associated with this site, see <br /> Appendix B Figures 3 has been revised to this new survey along with Table 1 All <br /> associated figures showing site conditions are based on the new Figure 3 <br /> The property previously contained two 1000 gallon gasoline Underground Storage Tanks <br /> (UST's), product dispensers, and associated underground Piping <br /> dispensers, and piping were removed from the site p 1989Over-excavation of gasoline <br /> contaminated soils associated with the USTs and former pump islands occurred during <br /> the month of February 2003, removing an estimated 638 tons of gasoline contaminated <br /> soils from above and below the water table(maximum depth of excavation 30 feet below <br /> surface) <br /> The property owner originally installed five onsite monitoring wells Three additional <br /> cluster wells and four piezometers were installed to aid in the investigation of soil and <br /> groundwater conditions at the site Prior to over-excavation monitor well MWl was <br /> destroyed by over drilling and during excavating cluster wells RIA and RIB along with <br /> piezometers PZ1A, PZIB, MA and PZ2B were removed by excavating, removing all <br /> well materials At the current time the following are the remaining active wells for this <br /> site MW2, MW3,MW4, MW5, MW6A, MW613, MW7A and MW7B <br /> LOCAL GEOLOGY A OGY <br /> The site is lovpted on surface soils belonging to the Stockton Adobe Clay and Honeycut <br /> Clay series They are derived from Recent alluvial fan and floodplain deposits The 40 <br /> feet of explored section consisted of clay and silt overlying interbedded lenses of silty <br /> and clayey sands below 12 feet This first sandy formation will be designated the A zone <br /> aquifer The base of the A zone is at approximately 17 - 18 feet below ground surface <br /> (bgs) An aquitard consisting of silty clay approximately 3 to 4 feet <br /> thick separates the <br /> 3 QM 2' 2003 <br />