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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B2 <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 /> U >, O .T > <br /> s <br /> Graphic Y <br /> a p 0 Visual a > a o `o �, �, Backfill Q <br /> W o Log Description M a �, E g Q � m o Details p <br /> co <br /> 0 0 0 <br /> OL/OH Organic Soil dry Cement <br /> SM Grout: <br /> Silty Sand with gravel ; some fine gravel 0-6 ft . <br /> (30% ) , 70 % medium grain sand , brown 0 . 0 <br /> 0 . 2 <br /> CL Lean Clay ; soft , dark brown/gray wet <br /> -5 5 M L 5 <br /> E Silt ; soft , low plasticity , dark brown <br /> _ . . 0 . 1 5 . 5 -6 . 0 G 100 <br /> End of boring at 6 ft . bgs . <br /> NAL Gl <br /> - 10 10 �Sp 10 <br /> LIA HOLDEN "OA <br /> No. 8584 <br /> Exp . <br /> . 15 - - 15 OF C, A�' 15 <br /> -20 20 20 <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> anteaxgroup <br /> Page 1 of 1 4 Water Level During Drilling x IN <br /> INOGEN � <br />