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1 <br /> • <br /> ' Eckert Cold Storage Company <br /> 757 Moffat Blvd, Manteca, California <br /> ' Quarterly Groundwater Sampling Report <br /> ' July, 1999 <br /> Narrative <br /> ' On June 30, 1999, WHF Inc., conducted field measurements, well pumping and <br /> groundwater sampling on six (6) groundwater monitoring wells located at this site (Figure <br /> 1,2 and 30). <br /> Groundwater elevations were taken from six 6 wells prior to pumping Table 1 & <br /> { } p p p g <br /> Appendix B). All monitoring wells were evacuated by means of a steam-cleaned, stainless <br /> steel bladder-type pump, except MW-2. During the three (3) volume pump down of each <br /> well, samples were collected to measure field pH, electrical conductivity and temperature <br /> ' (Table 3 & Appendix B). Once stability was achieved, a minimum of three (3) well <br /> volumes were removed and samples were collected with disposable bailers. The samples <br /> were then labeled and placed in an ice chest cooled with Blue Ice®. <br /> The samples and trip blank were then logged on a Chain of Custody (Appendix A) and <br /> transported to the State-certified laboratory, GeoAnalytical Laboratories, Inc., in <br /> Modesto, California. The analysis requested for the water samples was EPA method 602 <br /> for BTX&E (Benzene, Toluene, Xylene, and Ethylbenzene / Methyl t-butyl ether), EPA <br /> method 5030/Luft (GCFID) for Gasoline, and EPA method 3510/Luft for Diesel. MTBE <br /> ' contamination was confirmed by EPA method 8260. The analytes and concentrations <br /> detected are listed below and in Table 2 of this report. <br /> 1 Groundwater Gradient <br /> ' The water level measurements from the monitoring wells were used to calculate the <br /> gradient and construct a groundwater gradient map (Figure 3). The gradient for this <br /> quarter is N88°W at 0.0035 ft/ft. Historical gradient maps are included in Appendix C. <br /> ' The groundwater elevation at the site fell since last quarter by an average of 0.85 feet <br /> across the site. <br /> 1 <br />