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Analytical Laboratory Results <br /> (parts per million) <br /> CD N _ <br /> C Q <br /> _ 4 LOG OF <br /> _.9 N m MATERIALS DESCRIPTION B O R!N G S 1 Q <br /> o <br /> MEN <br /> ASPHALT CONCRETE ROAD WITH SUBGRADE <br /> BLACK SILTY CLAY(CL-ML) <br /> L firm,slightly moist,with no odor. <br /> DARK BROWN SILTY CLAY(CL-ML) <br /> firm,slightly moist <br /> <0:5 7.5 <0.,005 <0.005 <0.005 <0.005 <br /> LIGHT BROWN SILTY CLAY(CL-ML) <br /> firm,slightly moist,with trace of sand. <br /> Bottom of Boring at 7 feel. <br /> ]_ <br /> 10 <br /> a <br /> Q 0 LOG OF <br /> 0.0 C <br /> � � MATERIALS DESCRIPTION �O�I�� �� <br /> L m o w 0 N <br /> ASPHALT CONCRETE ROAD WITH SU13GRADE <br /> ® DARK BROWN SILTY CLAY(CL-ML) <br /> firm,slightly moist,-with trace of sand. <br /> <0.5 <05 <0.005 <0.005 <0.005".<0.005 5 <br /> LIGHT BROWN SILTY CLAY(CL-ML) <br /> firm,slightly moist,with no odor. <br /> Bottom of Boring at 7 feet. <br /> y <br /> CLIENT USPCI Diesel Pipeline DIAMETER OF HOLES 1.5 inches PLATE <br /> LOCATION 6th Street,Stockton,California TOTAL-DEPTH of HOLES 7 feet <br /> JOB NUMBER 159:01.001 TOP OF CASING ELEVATION NIA <br /> GEOLOGIST/ENGINEER P.Lohman DATE STARTED 515192 B=6 <br /> DRILL RIG Trailer-Mounted Hydraulic Drive DATE COMPLETED 5/5192 <br />