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d E_S. - StocKto�x Fi�7:ft's5Y arra. <br /> F� -7sru�.z'y Z 7990 <br /> Pages -4 <br /> TABLE 2 <br /> Laboratory Analyses <br /> SOIL SAMPLES <br /> ' TPH-G EDB TEL <br /> B T E X Gas Lead <br /> Detection 5.0 5.0 5.0 5.0 2.5 10.0 0.5 <br /> Limit ** ugLkq gq&q gq&q u <br /> ' (Sample ID) MAg u <br /> 23Ww-TKi-E 3,700 150,000 46,000 190,000 3,300 ND* ND <br /> 23WW'TK1_ -- <br /> w 1 ,300-- <br /> ,300-- 107`000 42,000 180,000 2,800 ND ND <br /> Emit Conversions: * M1 = none detected at limit indicated <br />' ug/kg;parts per billion (ppb) <br /> m9/k9=Parts per million (ppm) <br /> 10 <br /> 1 4 . 0 CONCLUSIONS AND RECOMMENDATIONS <br />' Laboratory analyses indicate that gasoline <br /> contamination exists in the soil at this site . Condor <br />' recommends that a minimum of 4 soil borings be drilled at <br /> the site to determine the vertical and horizontal limits of <br /> contamination. The soil borings should be located around <br /> the former tank location at a distance of approximately 10 <br /> feet from the excavation perimeter as shown <br /> in Figure 3 . <br /> Soil samples should be collected from the borings at 5 <br /> foot intervals for geologic logging and for laboratory <br /> analysis . Field detection equipment , (OVA) , should be used <br /> Nk. -0I <br /> fCONDOR <br />