Laserfiche WebLink
Eckert Cold Stora <br /> ge Company <br /> 1 757 Moffat Blvd, Manteca, California <br /> Quarterly Groundwater Sam <br /> Q l y Sampling g Report <br /> December, 2000 <br /> ' Narrative <br /> t On December 29, 2000, Geo-Analytical Laboratories, Inc., conducted field <br /> measurements, well pumping and groundwater sampling on seven (7) groundwater <br /> monitoring wells located at this site (Figure 1, 2A& 2B). The on-site domestic well was <br /> ' also sampled during this event. <br /> Groundwater elevations were taken from eight (8) wells prior to pumping (Table 1 & <br /> ' Appendix B). All monitoring wells were evacuated by means of a steam-cleaned, <br /> stainless steel bladder-type pump, except MW-2. The sampler from Geo-Analytical <br /> Laboratories was unable to retrieve water from MW-2. <br /> '• During the three-(3)volume pump down of each well, samples were collected to measure <br /> field pH, electrical conductivity and temperature (Table 3 & Appendix B). Once stability <br /> ' was achieved, a minimum of three (3) well volumes was removed and samples were <br /> collected with disposable bailers. The samples were then labeled and placed in an ice <br /> chest cooled with Blue Ice®. <br /> ' The samples and trip blank were then logged on a Chain of Custody and transported to <br /> P <br /> the State-certified laboratory, Geo-Analytical Laboratories, Inc., in Modesto, California. <br /> ' The analyses requested for the water samples was EPA method 8260E for BTX&E <br /> (Benzene, Toluene, Xylene, and Ethyl Benzene), oxygenates, EDB (Ethylene <br /> Dibromide), and 1,2-DCA (1,2-Dichloroethane), EPA method 5030/Luft (GCFID) for <br /> ' Gasoline, and EPA method 3510/Luft for Diesel. The domestic well on-site was <br /> analyzed using EPA method 524.2. The laboratory analytical data, chain of custody <br /> report, and QA/QC documents can be found in Appendix A of this report. <br /> 1 <br /> ' Groundwater Gradient <br /> The water level measurements from eight the (8) monitoring wells were used to calculate <br /> ' the gradient and construct a groundwater gradient map (Figure 3). The groundwater <br /> gradient trend for this quarter is NI 5'W with a downward slope of 0.003 ft/ft. Historical <br /> • gradient maps are included in Appendix C. <br />