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CAMP DRESSER & McKEE Sheet 5 of 6 <br /> BOREHOLE LOG <br /> ARL-3B <br /> Client: City of Stockton Project Name: Stockton,CA <br /> Project Location: Austin Road Landfill Project Number: 2500-22118 <br /> e <br /> to Q o <br /> E Sample E o m Depth h °a n$' =c CD Material <br /> i Number (ft) 5¢ a -i N® Description <br /> -98.0 LL <br /> HPA L-3B-GW1 10 140SP/Sy SAND with gravel in core barrel shoe,gravel up to 1to 1.5" <br /> dimensions,wet. <br /> 60/0 <br /> -103.0 <br /> 145 sp/Sy No recovery,see description above. <br /> 60/0 <br /> -100.0 <br /> 150SP/Sy No recovery. <br /> 60/0 <br /> .0 <br /> -155 P/S No recovery. <br /> 60/0 <br /> -118.0 <br /> 160 <br /> -1M <br /> 165 Rig chatter. <br /> 170 <br /> ML SILT,olive gray(5 Y 5/2).nonplastic,hard,dry to moist,change In <br /> 60/12 drilling noted. gravel up to 3'found in slough,subrounded. <br /> -110 <br /> y75ML As above,very hard,dry. CS 010841 <br /> g G7 of Stockton 190855-M <br /> s <br /> 0 <br /> 2 60/36 — — — — — <br /> v P/S SAND,no sample collected because 4 feet of sand Inside auger. <br /> i� -138.0 <br />