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KEI-P88-1013 .R2 <br /> July 15, 1992 <br /> Page 7 <br /> The wells were sampled on June 3 , 1992 . Existing monitoring well <br /> (MW6) could not be sounded or sampled because it was dry on the <br /> days the four new wells were developed and sampled (June 2 and 3 , <br /> 1992 , respectively) . Prior to sampling, the wells were checked for <br /> the depth to the water table and the presence of free product and <br /> sheen. No free product or sheen was noted in any of the wells. <br /> After the monitoring data were collected, between 6 . 5 to 7 . 5 <br /> gallons of water were purged from each well, and water samples were <br /> then collected by the use of a clean Teflon bailer. Samples were <br /> decanted into clean VOA vials that were then sealed with Teflon- <br /> lined screw caps and stored in a cooler, on ice, until delivery to <br /> a state-certified laboratory. <br /> RECENT FIELD ACTIVITIES - MONITORING WELL DESTRUCTION <br /> On April 9 and 13 , 1992 , four monitoring wells and a recovery well <br /> previously installed by other consultants (wells designated as W1, <br /> W2 , MW2 , MWS, and RW1 on the attached Site Plan, Figure 2) were <br /> destroyed at the subject site by pressure grouting each well up the <br /> casing to 1 foot below grade. Four other wells (designated as W3 <br /> . through W5, and W9, on the attached Site Plan, Figure 2) could not <br /> be precisely located and thus were not destroyed. An attempt was <br /> made to locate these four wells by geophysical methods (ground- <br /> penetrating radar) , but this procedure was not successful in <br /> pinpointing the exact position of these wells. Three other wells <br /> (designated as MW3 through MW5 on the attached Site Plan, Figure 2) <br /> are apparently obscured by the building and the footings of <br /> associated structures presently occupying the subject site. <br /> ANALYTICAL RESULTS <br /> Water samples from wells MW10 through MW13 , and selected soil <br /> samples from the borings of MW10, MW11, and MW12 , were analyzed at <br /> Sequoia Analytical Laboratory in Concord, California. All samples <br /> analyzed were accompanied by properly executed Chain of Custody <br /> documentation. The samples were analyzed for TPH as gasoline by <br /> EPA method 5030/modified 8015, BTX&E by EPA method 8020, and for <br /> EPA method 8010 constituents. In addition, the water samples <br /> collected from MW11 and MW12 were analyzed for nitrates and fecal <br /> coliform bacteria. <br /> The concentrations of TPH as gasoline and benzene detected in the <br /> ground water samples collected from monitoring wells MW10 through <br /> MW13 on June 3 , 1992 , are shown on the attached Site Plan, Figure <br /> la. The results of the soil analyses are summarized in Table 3 , <br /> and the results of the water analyses are summarized in Table 2 . <br /> . Copies of the laboratory analyses and Chain of Custody documenta- <br /> tion are attached to this report. <br />