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a <br /> .r+-^+ R a'�'� -,C � .1'M kr 1'7's- i'if' •• �yc y � y@„ n +�.A� � �. �j':S� �i�BA�.Y R � . <br /> L <br /> Mr. Chuck Cannel <br /> July 30. 1991 <br /> Nee 13 <br /> shows the water-level elevations and flow direction calculated from the April 23. 1991 data. <br /> Figure 1 does not represent static conditions nor does it represent the cone of depression or <br /> capture zone of the extraction well during continuous pumping. <br /> In.April 1991,many of the on-site wells were redeveloped by surging with a water jet assisted <br /> surge block and bailing. This process significantly increased the prDduction of each of the wells <br /> that were redeveloped thus reducing the time needed to purge three well volumes for sampling. <br /> Analytical restets of groundwater samples and water-Ievel elevation are summarized in Table 3, <br /> along with previous results. The complete laboratory repos for the February 1991 sampling is <br /> presented in Exhibit C. Figure 2 shows BETTY and TPH concentrations for each well. <br /> Discussion <br /> The general groundwater flow direction has not changed at this site since the last groundwater <br /> monitoring(February 1991). Water-level elevations have increased from 0.47 to 1.87 feet in all <br /> of the 15 wells (average of 1.07 feet). <br /> Monitoring well PR-I did not contain detectable concentrations of BETX and TPH. The benz - <br /> concentration increased in well E-5, and decreased in wells E-8, E-10,E-11,E-12,and BHD-1. <br /> W Ethylbenzene,toluene,and xylene concentrations decreased in all of the sampled wells. The TPH <br /> concentration increased by approximately 5 percent in well E-10. The TPH concentration has <br /> decreased by 35 to 45-percent in wells E-2, E-5,and BHD-1,by 70 to 75 percent in E-8 and E- <br /> 11,and by>90 percent in E-12. The TPH concentration has remained nondeteetable in well PR- <br /> Two weeks prior to the April 23, 1991 sampling event, the groundwater extraction system was <br /> in operation intermittently. During this time approximately 12,500 gallons were discharged to <br /> the sewer. The groundwater contours in Figure 1 most likely reflect the operation of the <br /> groundwater extraction system. <br /> The graurtdwater extraction system went into full operation on June 5, 1991. The results of the <br /> testing of the discharge water are reported in monthly status reports. Changes in constituent <br /> concentrations in the monitoring wells as a result of extracting groundwater will be presented in <br /> future quarterly reports. <br /> Brown and Caldrica <br />