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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B17 <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 /> LITHOLOGY SAMPLING DATA <br /> a `- Z <br /> m � a� Z ° � m E <br /> s a Graphic Visual � � a `� °' <br /> p c E E n 'o �° 0 Backfill Q <br /> w o Log Description _ co C Q 002 Details o <br /> 0 0 ML Silt with sand ; low plasticity , little very dry Cement 0 <br /> fine grain sand , trace organic material , Grout: <br /> 0-6 ft . <br /> brown <br /> 0 . 0 1 . 5-2 . 0 G 100 <br /> 0 . 0 <br /> -5 5 CL Lean Clay; medium plasticity , reddish- dry 5 <br /> brown mottle <br /> 0 . 0 5 . 5-6 . 0 1 G 100 <br /> End of boring at 6 ft . bgs . <br /> NAL <br /> - 10 10 �� FOC 10 <br /> 0 <br /> a� LIA HOLDEN <br /> No . 8584 <br /> L Exp , <br /> - 15 15 CA 15 <br /> -20 20 20 <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> antea4group <br /> Pagel of 1 Water Level During Drilling XINIOGEN � <br />