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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B15 <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 5 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 /> LITHOLOGY SAMPLING DATA <br /> C U � A O .� <br /> o Graphic u) _ �' (D M G Y M <br /> Visual � a E a o Backfill Q <br /> w ❑ Log ❑ Description � g Cn � E � J a cu 10 o Details p <br /> _ — cn <br /> 00 <br /> 0 <br /> ML Sandy Silt ; low plasticity , little very fine dry Cement <br /> grain sand , trace organic material (roots) Grout: <br /> 0-5 ft . <br /> 0 . 0 <br /> CL Lean Clay ; medium plasticity , dry 0 . 0 <br /> -5 5 reddish/brown mottle moist 4 . 5-5 . 0 G 100 5 <br /> End of boring at 5 ft . bgs . <br /> �SS�pNAL GFo <br /> X04 �0�� <br /> - 10 10 10LIA HOLDEN u'a <br /> Q <br /> * No, 8584 <br /> Exp <br /> �F CA1-�F <br /> - 15 - - 15 15 <br /> -20 20 20 <br /> 25 <br /> -25 25 <br /> G = Grab Sample C� <br /> ante6group <br /> Page 1 of 1 4 Water Level During Drilling XINOGEN� <br />