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' Stockton City Taxi Company <br /> . 2085 E. Fremont Street <br />' Stockton, California <br />' Quarterly Groundwater Sampling Report <br /> April, 2004 <br />' Narrative <br /> On April 30, 2004, GeoAnalytical Laboratories, Inc., conducted field measurements, well <br /> pumping and groundwater sampling on four (4) groundwater monitoring wells located at <br /> this site(Figures 1 and 2). <br /> Groundwater elevations were taken from four (4) wells prior to pumping (Table 1 & <br /> Appendix B). Monitoring wells MW-1 through MW-4 were evacuated by means of a <br /> steam-cleaned, stainless steel bladder type pump. During the three (3) volume pump <br /> down of each well, samples were collected to measure field pH, electrical conductivity <br /> and temperature (Table 3 & Appendix B). Once stability was achieved, a minimum of <br /> three (3) well volumes were removed and samples were collected with a disposable <br /> bailer. The samples were then labeled and placed in an ice chest cooled with Ice& <br />' The samples were then logged on a Chain of Custody (Appendix A) and transported to <br /> the State-certified laboratory, GeoAnalytical Laboratory Inc., in Modesto, California. The <br /> analysis requested for the four (4) water samples were EPA method 8260B for BTX&E <br />' (Benzene, Toluene, Xylene, and Ethyl-Benzene), MTBE, ethanol, tert-Butanol, DIPS, <br /> ETBE, TAME, EDB, and 1,2-DCA, and EPA method GCFID (5030/Luft) for gasoline. <br /> The analytes and concentrations detected are listed in Table 2 of this report. <br /> 1 - <br /> Groundwater Gradient <br />' The water level measurements from three (3) monitoring wells were used to construct a <br /> groundwater gradient map (Figure 3). MW-4 was not used in the gradient calculation <br /> since it is a deep well. This quarter, the groundwater gradient trend is North 79° West <br /> with a downward slope of 0.0023 ft/ft. Historical groundwater gradient maps are <br /> provided for reference in Appendix C. <br />