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-36 <br /> RETEC Borin Mell Lo ell#. of I <br /> 9 9 Sheet 1 of <br /> Project: Shall Stockton Terminal Monument: Above ground Stick Up: 3' <br /> Project M SHEL5.16353-230 Northing:2169579.9 Easfing:6317184.5 Ground Elevation: 2.9 <br /> Location: Port of Stockton,Stockton,CA Drill Rig Type:CME-2 MP Elevation: 5.29 <br /> Client: Shell Oil Products, US Method: Hollow Stem Auger Total Depth: 17.0' <br /> Start Date&Time:1112/04 0828 Casing ID: 2" Filter Pack:5.5.17.0' <br /> Finish Date&Time:11/2/04 1030 Boring ID: 8" Seal: Bentonite,3.5-5.5' <br /> Contractor. BC2 Bit Type: -- Grout: neat cement[6 to 94 <br /> Operator: Josh Logged By: Renee Knecht Screen: 0.010-Inch slot,6.16' <br /> Samplem o u �– <br /> m t Soil and Rock Description o <br /> -- m <br /> eat a w ; .o r7 E 3 a J M w j E <br /> o G m e o. S o CO m Classification Scheme: ASTM _d E <br /> p O W U <br /> 0 0 <br /> Not Sampled. <br /> 1 -1 <br /> 100 2 p <br /> 3 -3 <br /> 4 -4 <br /> 3 5 5-6.5'Brown to dark brown,SM,fine to medium- -5 <br /> 100 6 1 .8 — grained Sand and Silt, little Clay,damp to moist, <br /> 6 loose. 6 <br /> 7 Not Sampled. -7 <br /> 8 -8 <br /> 9 -g <br /> 6 10 -10 <br /> 6 10-11.5'Gray to Dark gray,CL, Clay,some sift,high <br /> g 1.4 11 plasticity,wet,soft to slightly stiff. -11 <br /> 12 Not Sampled. 12 <br /> 13 -13 <br /> 14 14 <br /> g 15 -15 <br /> 15.16.5'Gray to dark gray,CL,Clay,some slit,high <br /> 100 8 1.7 16 plasticity,wet,stiff to very stiff, -16 <br /> 17 -17 <br /> Remarks and Datum Used: Datum used Is NAD 83(1986) Sample Type Groundwater <br /> N=SPT Date Time Depth(ft.) <br /> 1011 SWW Klick <br /> The R croup,Inc. Lead auger became filled with clay making DP=Direct Push 11/2/04 1041 12.33' <br /> Klltat Way,Suite 207 <br /> Seattle,WA 98134.1162 the last split spoon not real Iithology. SS=Split Spoon <br /> Phone:(206)6248349 <br /> Fez:(206)624-2839 PID reading likely from soil moisture. C=Core <br />