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Analytical Laboratory Results I <br /> (parts per million) <br /> r <br /> N . 0 LOG OF <br /> u c m a X = m MATERIALS DESCRIPTION <br /> m s N BORING S2 <br /> f <br /> ASPHALT CONCRETE ROAD WITH SUBG RADE <br /> BROWN TO DARK BROWN SANDY CLAY(CL) j <br /> slightly moist: <br /> LIGHT BROWN SILTY CLAY(CL-ML) <br /> firm,slightly.moist, <br /> x0.5 x0.7 c0.005 x0.005 x0.005` x0.005 5 No odor. <br /> Bottom of Boring at 7 feet <br /> 1. <br /> 10 <br /> AD <br /> m° MATERIALS DESCRIPTION LOG OF.. <br /> 0. <br /> m a BORING SE <br /> m <br /> �C) H❑ w H o v) <br /> ASPHALT CONCRETE ROAD WITH SUBGRADE I <br /> LIGHT BROWN TO GRAY SILTY CLAY(CL-ML) <br /> fi nn. I <br /> c2 760 0.28 c0.02 0.10 0.40 I <br /> LIGHT BROWN SILTY CLAY(CL-ML) <br /> firm,slightly moist,with hydrocarbon odor. <br /> Bottom of Boring at 7 feet <br /> 10 <br /> CLIENT USPCI Diesel Pipeline, DIAMETER OF HOLES 1.5 inches PLATE <br /> LOCATION 6th Street,Stockton,Califomia TOTAL DEPTH OF HOLES 7 feet <br /> JOB"NUMBER 159.01.001 TOP OF CASING ELEVATION NIA <br /> GEOLOGISTIENGI NEER P.Lohman DATE STARTED .5/5/92 <br /> B=2 <br /> DRILL RIG Trailer-Mounted Hydraulic Drive DATE COMPLETED 515/92 <br />