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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log Bg <br /> Address Drilling Contractor Drilling Method Backfill Material <br /> Port of Stockton Rail Facility <br /> Stockton California Cascade Drilling Hand Auger 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 4/16/14 4/16/14 <br /> MINNEINEENNE <br /> LITHOLOGY SAMPLING DATA <br /> 5 <br /> a � U) > <br /> o Graphic u) C a -I a) M >, I Y <br /> CU � Visual (n C a E Q U o �, �, Backfillcam <br /> w o Log D Description � a �, E � Q m o Details o <br /> _ — cn <br /> 0 0 0 <br /> ML Sandy Silt ; 30% sand , very fine grain , dry Cement <br /> low-no plasticity , brown Grout : <br /> 0-6 ft . <br /> 0 . 2 1 . 5 -2 . 0 G 100 <br /> 3 . 2 <br /> CL Sandy Lean Clay ; some very fine grain <br /> -5 5 sand (30% ) , medium plasticity , brown 5 <br /> moist <br /> CH mH <br /> Fat Clay with sand ; little very fine grain Wet 0 . 2 5 . 5-6 . 0 G 100 <br /> sand , high plasticity, brown <br /> End of boring at 6 ft . bgs . <br /> �� ONAL �F� <br /> - 10 10 10 <br /> Q� LIA HOLDEN <br /> No. 8594 <br /> (P Exp, <br /> 1115 15 �F CAO1111111 15 <br /> -20 - - 20 20 <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> anteaggroup <br /> Pagel of 1 4 Water Level During Drilling XINOGEN at <br />