Laserfiche WebLink
i <br /> Analytical Laboratory Results CCC <br /> (parts per million) <br /> - - I <br /> _z m a a - MATERIALS DESCRIPTION LOG OF <br /> a a W o BORING, SJ <br /> ASPHALT CONCRETE ROAD WITH SUBGRADE <br /> LIGHT GRAY TO,BLACK SILTY CLAY(CL""-ML)- <br /> " . firm,dry to slightly moist,with no hydrocarbon odor. <br /> <0.5 <0.5 c0.005 <0.005 <0.005 <0.005 5- LIGHT BROWN SILTY CLAY(CL-ML) <br /> soft,.slightly moist,with no hydrocarbon odor. <br /> Bottom o/Boring at 7 feet <br /> CD <br /> �oG <br /> z _ a X a ." C <br /> MATERIALS.DESCRIPTION o r <br /> a. �. BORING-S7 <br /> Li <br /> ASPHALT CONCRETE ROAD WITH SUBGRADE <br /> LIGHT BROWN SILTY CLAY(CL-ML4 <br /> firm,slightly moist. <br /> w <br /> <0.5 ,c0.5 <0.005 <0.005 <0.00$ c0.005 5- <br /> l <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,California TOTAL DEPTH OF HOLES 7 feet. <br /> JOB NUMBER 159.01.001 TOP OF CASING ELEVATION N/A <br /> GEOLOGIST/ENGINEER P.Lohman DATE STARTED 5/5/92 =5 <br /> DRILL RIG Trailer-Mounted Hydraulic Drive DATE COMPLETED 515192 <br /> {:. 11 __j <br />