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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B3 <br /> Address Drilling Contractor Drilling Method Backfill Material <br /> Port of Stockton Rail Facility <br /> Stockton California Cascade Drilling Hand Auger / Direct Push Cement Grout <br /> Logged By Approved By Sampling Method Boring Depth Boring Diameter <br /> S . Morden L . Holden Grab Sample 6 ft. 3 in . <br /> Antea Group Project Number Headspace Monitoring Device Date Drilling Started Date Drilling Completed <br /> UPR8298 PID 4/15/14 4/15/14 <br /> LITHOLOGY SAMPLING DATA <br /> a a) <br /> a) a �' > <br /> GdOWEDGraphic °' `° �' � � `'" <br /> *0000, <br /> COO U �/ ISUaI c a ^ > � Y <br /> > U C � a E Q o O m � M C Backfill <br /> w o Log n Description � a �, E � Q m o Details p <br /> _ — cn <br /> 0 0 <br /> 0 <br /> SM Silty Sand with gravel ; some fine grain dry Cement <br /> gravel (30% ) , very fine -fine grain sand Grout: <br /> (50 % ) , 20% fines 0-6 ft . <br /> 0 . 1 <br /> 0 . 1 <br /> CL Lean Clay ; medium plasticity , dark <br /> ,,,5 . 000000005 ® ® GM gray/brown dry 000000005 <br /> CL Silty Gravel ; fine grain gravel , 40% fines dry 0 . 0 5 . 5-6 . 0 G 100 <br /> Lean Clay ; medium plasticity, dark <br /> gray/brown <br /> End of boring at 6 ft . bgs . <br /> 00000, <br /> - 10 10 0000000010 <br /> NAL GFO� <br /> 0 <br /> cls LIA HOLDEN ,n <br /> * No. 8584 <br /> - Exp .15 15 LPA \Z" 15 <br /> F OF CA 0 <br /> 00000, <br /> -20 20 20 <br /> 00000, <br /> . 00000000 <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> anteaggroup <br /> Pagel of 1 Water Level During Drilling X11NOGEN � <br />