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SOIL BORING LOG Boring No B-34 Sheet 3 of 7 <br /> Client Area#6100 Date 8131101 <br /> Address 25775 Patterson Pass Road Drilling Company Western Strata Exploration rig type Mobile Drill B-61 <br /> 0 Tracy,CA Driller Gordon Jensen <br /> Project No D000 340-01 Method Mud Rotaa hole diam 5 5' <br /> Logged By Scott Bittin er <br /> Sample Blow Sample Well Depth Descriptions of Materials PID <br /> Construe LITHO <br /> Type No Count Time Recov it Scale COLUMN and Conditions PPM <br /> 323 <br /> 4 1 <br /> - '--`-`--------- ------------------------ 4 2 ----------------------'--------'------"`-'-----------------"-"---------------------------` <br /> _ SANDY$ILT fight brown 15-20%fines moist,stiff 544 <br /> S B34-43 11 10 4 3 <br /> ---- 4 4 SILTY SAND light brown,25-40%o fines 60.75%fine to medium_9rained--__ <br /> ---------------------------------------------- — -------------------- ---'-''- <br /> _ sand moist <br /> a 5 SANDY SILT light brown with orange mottles and white caliche 15% <br /> -------------------------------------------------- — -------------------- - -------- <br /> _ fine grained sand <br /> 4 6 <br /> a 7 soil stuck in core barrel 45-50 Unable to lob <br /> 4 $ <br /> I <br /> — I <br /> 4 9 <br /> 5 0 <br /> 5 t 519 <br /> 5 2 ML SANDY SILT 51-58, 10-35%fine grained sand,moist <br /> _ yellow staining <br /> 5 3 <br /> S 634.54 11 38 5 4 increasing percentage of fine drained sand 274 <br /> '--- -------- - -- ------- — ------------------------------------- ----_-_ <br /> 5 5 <br /> 5 6 <br /> 5 7 <br /> 5 8 <br /> SM <br /> 5 9 <br /> —6 <br /> SP SAND dark brown,fine grained 5%fines moist 124 <br /> so <br /> Comments <br />