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Eal Laboratory Results. <br /> er million) <br /> ^ 0 CD _ <br /> CD <br /> m <br /> -a <br /> a MATERIALS DESCRIPTION LOG OF <br /> BORING SF <br /> ASPHALT CONCRETE ROAD WITH SUBGRADE <br /> �r a <br /> DARK BROWN SILTY CLAY(CL-ML) <br /> firm,slightly moist,with faint hydrocarbon odor. <br /> - <br /> 5 <br /> c0.5 620 0.68 0.94 0.24 1.1 LIGHT GRAY.SILTY CLAY(CL-ML). <br /> firm,slightly moist,with hydrocarbon odor. <br /> 4 <br /> Bottom of Boring at 7 feet <br /> �V <br /> ip <br /> CLIENT USPCI Diesel Pipeline DIAMETER OF HOLE 1.5 inches PLATE <br /> LOCATION 6th Street;Stockton,California TOTAL DEPTH OF HOLE 7 feet. <br /> t JOB NUMBER 159.01.001 TOP OF;CASING ELEVATION N/A <br /> GEOLOGIST/ENGINEER P.Lohman DATE STARTED 5/5/92 <br /> B=3 <br /> DRILL RIG Trailer-Mounted Hydraulic Drive DATE COMPLETED 5/5/92 <br />