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Fl � <br /> a BORING NO SB - 2 <br /> Z <br /> In J COORDINATES NN/A <br /> bDRILLING REMARKS w 6 FIELD GEOLOGISTD. BannonE N/A <br /> p ERlTED BY 0 Bannon DATE BEGAN 10-13-93p a CHECKED BY 0 Dunn V9 DATE F114LSHED 10-13-93 <br /> M TOTAL DEPTH a0 ft PVC RIN EL N/A <br /> 35 <br /> S02-35 12/18 30 Boring grouted to grade with SILT WITH SAND strong brown dry firm lo'� plasticity 857. silt <br /> Portland cement/57 bentornte 15% sand <br /> mixture <br /> m! <br /> 380 <br /> SILT pinkish gray dry hard non—plastic 9f% silt 10% fine sand <br /> ml black and red oKidotion bands <br /> 40 <br /> s112-40 18/18 20 BOTTOM OF BORING = 40 <br /> 45 <br /> 50 <br /> 55 <br /> 60 <br /> ' 65 <br /> ' 7D <br /> DRILLING CO Woodward Drilling PAGE 2 OF 2 <br /> DRILLER Erik Forstromm <br /> DRILL METHOD Hollow Stem Auger <br /> SAMPLING METHOD California Split Spoon Sampler <br /> PROJECT NO 191259 D1 INTERNATIONAL <br /> CLIENT Pacific Bell ® TECHNOLOGY <br /> LOCATION Stockton, California CORPORATION <br /> 191859-A5 ( \UE132\SBP2) <br />