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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B26 <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 4 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 /> caw �0 4f . z <br /> Gra hic a " a � " !% J Y <br /> Graphicco On, L) Visual ) a E L a o 0 �, Backfill Q, <br /> w o Log Description U _ Cn m ¢ Coo Details o <br /> 0 0 0 <br /> ML Gravelly Silt; some well graded fine- dry Cement <br /> SMmoist Grout : <br /> CL coarse grain gravel dry 0-4 ft . <br /> Silty Sand ; very fine-fine grain , 0 . 0 <br /> brown/tan <br /> dry <br /> Lean Clay ; medium plasticity , gray with <br /> some reddish mottling dry 0 . 0 3 . 5-4 . 0 G 100 <br /> same as above @ 2 . 5' ; brown <br /> same as above @ 3 . 51 ; gray <br /> -5 5 End of boring at 4 ft . bgs . 5 <br /> - 10 10 10 <br /> SNAL GF�� <br /> LIA HOLDEN <br /> No . 8584 <br /> - 15 15 L � Exp . cC <br /> 15 <br /> 9TH , F C A��� O <br /> -20 20 20 <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> C <br /> anteaxgroup, <br /> Page 1 of 1 4 Water Level During Drilling XINOGENst <br />