Laserfiche WebLink
PROJECT NO.:160642 DATE DRILLED: 6/16/08 NORTHING: - <br /> LOCATION: BNSF CCT Stockton Railyard LOGGED BY: M. Sellwood E - <br /> GROUND SURFACE ELEVAVATITIONON:: - <br /> 1645 Cherokee Road APPROVED BY: K. Woodburne PG <br /> Stockton,California DRILLING CO.: Boart Longyear . <br /> DRILLING METHOD: 6-inch Sonic <br /> _ SAMPLER TYPE: 10-ft. Continuous-Core Barrel BORING <br /> E TOTAL DEPTH: 85.0 ft. BACKFILL <br /> > > W DEPTH TO WATER: 58.5 ft. ° <br /> v^ o a o DETAIL <br /> � U = <br /> a M U) o DESCRIPTION - <br /> — 0 Hand augered to 5'. 0 <br /> SAND-FILL(SM):Dark yellowish brown(10YR 4/4),20%fines,65%fine-to <br /> coarse-grained sand, 15%fine-grained gravel,low plasticity,loose,dry. <br /> Neat <br /> o 74/7.05 5 Cement <br /> SM— Grout <br /> Fill <br /> 0 <br /> 10 10 <br /> 0 ... <br /> o 6.0/6.0 SILT-FILL(ML):Yellowish brown(10YR 5/4),85%fines, 15%fine-grained <br /> sand,low plasticity,stiff,dry. <br /> 15 15 <br /> 0 <br /> o 10.0/10.0 ' <br /> 0 20 20 <br /> o <br /> 25 25 <br /> ML— <br /> Fill <br /> 0 <br /> 0 10.0/10.0 + <br /> 30 30 <br /> 0 <br /> 35 @ 35':color change to dark yellowish brown(10YR 4/6),80%fines,20% 35 <br /> fine-grained sand,soft. ' <br /> 0 <br /> 0 20.0/20.0 <br /> 40 40 <br /> T�� LOG OF EXPLORATORY BORING B-17 <br /> PAGE 1 OF 3 <br />