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• groundwater was free of significant sand , silt , and/or <br /> other grit , and temperature, pH , and electrical <br /> conductivity readings stabilized . In this case , over three <br /> well volumes of water were removed from each well <br /> Measurements acquired Attendant to sampling appear on the <br /> well monitoring forms enclosed in Appendix A <br /> Subsequent to the purging of each well , a groundwater <br /> sample was collected either in a clean, disposable <br /> polyethylene bailer or from the discharge line of the <br /> submersible pump Each sample was transferred into one- <br /> liter amber glass sample bottles and Volatile Organic <br /> Analysis (VOA) vials containing sufficient hydrochloric <br /> acid preservative to reduce the pH of the sample to less <br /> than 2 0 Each sample container was promptly fitted with a <br /> teflon- lined screw cap , labeled, placed on ice, and <br /> transported under chain of custody to jL Analytical <br /> Services , Inc of Modesto , a California-state certified <br /> hazardous waste analytical laboratory As specified by Mr <br /> Infurna , analyses were subsequently performed for Total <br /> Petroleum Hydrocarbons as Diesel (TPH-D) , Total Petroleum <br /> Hydrocarbons as Gasoline (TPH-G) , benzene , toluene, <br /> ethylbenzene, and total xylenes (BTEX) using the LUFT <br /> Method (EPA Modified-8015 ) and EPA Method 8020 ( 602 ) <br /> RESULTS OF LABORATORY ANALYSES <br /> Copses of the results of certified analyses as received <br /> from JL Analytical Services are enclosed within Appendix A <br /> These results are summarized in Table 1 : <br /> Table 1 <br /> Results of Certified Laboratory Analysis of Groundwater <br /> Samples from Monitoring Wells MW-1 , MW-2 , and MW-3 <br /> on August 16 and 18 , 1993 <br /> Well Depth to TPH-D TPH-G B T E X <br /> Number Water (ppb) (ppb) (ppb) <br /> ----------------------------------------------------------- <br /> MW-1 7 43 ft 240 180 23 0 6 18 18 <br /> MW-2 7 12 ft 320 360 19 N D 6 2 <br /> MW-3 6 71 ft 150 N . D N. D N D N D. N D <br /> ----------------------------------------------------------- <br /> Method <br /> Detection 50 50 0 2 0 2 0 2 0 6 <br /> Limit <br /> Page 3 <br />