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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B5 <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 4/15/14 4/15/14 <br /> LITHOLOGY SAMPLING DATA <br /> CL Graphic U VISUaI 3 (D E a > °' > o` IIIJ a � Backfill Q <br /> > a� c� rn c o a E a O n c ca <br /> W o Log Description C) M a U) JQ mo Details p <br /> _ — cn <br /> 0 0 <br /> ML Sandy Silt with gravel ; little fine gravel dry _ Cement 0 <br /> (20 % ) , 30 % sand , fine grain , 50 % fines , - Grout : <br /> non- plastic 1 . 0 0-6 ft . <br /> CL Lean Clay with sand ; soft , medium dry 1 . 1 <br /> plasticity , 15 % fine grain sand , brown <br /> -5 5 5 <br /> 0 . 1 5 . 5 -6 . 0 G 100 <br /> End of boring at 6 ft . bgs . <br /> SSS°NAL G�°� <br /> - 10 10 �� 0, 10 <br /> 4 LIA HOLDEN 'f'.A <br /> No . 8584 <br /> L Exp . ��- <br /> 9T OF CA��F °� <br /> - 15 15 15 <br /> -20 20 wwwwwwww20 <br /> 125 <br /> -25 25 <br /> G = Grab Sample <br /> antedgroup <br /> Page 1 of 1 Water Level During Drilling XINOGEN� <br />