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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B22 <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) n �- 2 ' <br /> co a Graphic U Visual to C ) a z a o moo` C Backfill Q <br /> cc <br /> w o Log D Descriptions = g �, � a C° o Details p <br /> 0 0 0 <br /> ML Sandy Silt ; some very fine grain sand , dry Cement <br /> Grout : <br /> low-no plasticity , brown 0-6 ft . <br /> 0 . 1 <br /> CLLean Clay; medium plasticity , dark gray dry <br /> with some reddish- brown mottling <br /> 0 . 0 <br /> -5 5 moist5 <br /> Ez <br /> wet <br /> 0 . 0 5 . 5-6 . 0 G G <br /> End of boring at 6 ft . bgs . <br /> �SS`pNAL G � 10 <br /> - 10 10 C� <br /> LIA HOLDEN 'P <br /> No . 8584 <br /> cP Exp . <br /> 9 <br /> OF 15 <br /> - 15 15 <br /> 20 20 20 <br /> - <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> ante6group <br /> Page 1 of 1 4 Water Level During Drilling XIN GENQ <br />