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CAMP DRESSER& McKEE Sheet 3 of 5 <br /> ILA BOREHOLE LOG <br /> ARL-2A <br /> Client: City of Stockton Project Name: Stockton,CA <br /> Project Location: Austin Road Landfill Project Number: 2500-22118 <br /> c <br /> 2 C^ t1® C1 E <br /> Sample E ® ® a, n L �+ 2 Material <br /> Number w (�) S s 4 -� V Description <br /> th <br /> Q m G <br /> •19.0 u- <br /> 60 ML <br /> -24.0 <br /> 65 No Recovery,Metal Plate Obstructing Core Barrel. <br /> 60/0 <br /> •29.0 <br /> 70 ML SILT,dark yellowish brown(10 YR 4/6);non plastic;stiff;moist: <br /> Fe203 staining along subvertical discontinuity. <br /> 1 .34.0 <br /> 75 <br /> 60/60 <br /> -39.0 <br /> s0 <br /> 60/60 <br /> 9M SILK SAND,dark yellowish brown(10 YR 4f4);poorly graded — — <br /> HP RL-2A-GW 5 85 SP fine to medium grained,subangular,slit 25%;non plastic;dense; / <br /> slightly cemented:saturated. / <br /> POORLY GRADED SAND,light yellowish brown(10 YR 614);fine <br /> ARL-2A-85 60/36 to medium grained,10%coarse grained,subangular-subrounded; <br /> 10%slit;dense;Fe203 stained laminations;blotlte conc <br /> laminations;lacks cementation;saturated. <br /> -49.o <br /> 90 <br /> 60/26 <br /> -54.0SILTY SAND,light yellowish brown(2.5 YR 6%3);kne grained;silt <br /> �$ 95 <br /> P-S25-35%;non-sl plastic;no toughness;dense;moist;well / <br /> U, develoDed laminations; _ <br /> c No recovery-Slough in sampler. Driller states that,'it felt like <br /> ® 6(y0 sand.' fine to curse grained sand in tip. <br /> �i <br /> •59.0 CS 010829 <br /> City of Stockton 190855-0006 <br />