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i <br /> i <br /> TABLE 3 <br /> ANALYTICAL RESULTS OF SOIL SAMPLES <br /> Western Lift <br /> 3430 South EI Dorado Street, Stockton, California <br /> mg/kg <br /> Sample TPH as TPH as Ethyl- <br /> ID Gasoline Diesel Benzene Toluene benzene Xylene <br /> M 0.014 ND 0.0097 <br /> W-1-35 ND ND ND <br /> MW-1-40 ::ND ND ND 0.0093 ND ND <br /> ' <br /> MW-I-45 ND ND ND 0.0075 ND ND <br /> iMW-2-20 ND ND ND ND ND ND <br /> MW-2-35 ND ND ND ND ND ND <br /> ' MW-2-45 ND ND ND <br /> ND ND ND <br /> MW-3-20 ND ND ND ND ND ND <br /> MW-3-35 ND ND ND]END ND ND <br /> MW-3-45 ND NDE ND D ND ND <br /> MW-4-30 ND ND ND ND ND ND <br /> MW-4-35 ND ND ND ND ND ND <br /> ' <br /> MW-5-30 ND ND ND ND ND ND <br /> MW-5-35 ND ND ND ND ND ND <br /> B6-35 ND ND ND ND ND ND <br /> B6-40 ND ND ND ND ND ND <br /> 136-45 ND ND ND ND ND ND <br /> ND = None Detected mgAcg= parts per million(ppm) <br /> NA = Not Analyzed <br /> contamination. No petroleum hydrocarbons were detected in the three samples collected <br /> from B6. <br /> It is likely that natural degradation processes have remediated the remaining hydrocarbons. <br /> ' However, if impacted soil still remains in the area of MW-1, the volume and concentration <br /> is very limited. If present, the remaining impacted soil above saturated zone can be viewed <br /> as a cylinder with a radius of appro)dmately 3 feet and a thickness no greater than 6 feet. <br /> ' This yields a volume of approximately 6 cubic yards. <br /> 10 <br /> W.*m tab QR#A,W-1.10 <br />