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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log Big <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 7 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 /> o. n > <br /> C a C M J <br /> a Graphic Visual a m (D > ` ' Backfill <br /> > n c -`0 a Q o �° c 0 cM Q <br /> w o Log Description a cn � Q CO o Details o <br /> _ — cn <br /> 0 0 <br /> 0 <br /> ML Silt with sand ; medium- low plasticity , dry Cement <br /> little fine grain sand , trace organic Grout: <br /> material , brown 0-7 ft . <br /> 1 . 5-2 . 0 G 100 <br /> 0 . 0 <br /> CL Lean Clay ; medium plasticity , gray with dry <br /> -5 5 some reddish- brown mottling 5 <br /> same as above ; brown dry <br /> 6 . 5-7 . 0 G 100 <br /> End of boring at 7 ft . bgs . <br /> - 10 10 S�ONAL GF�C 10 <br /> Q� LIA HOLDEN (woo <br /> Non 8584 <br /> Exp , <br /> S <br /> . 15 - - 15 F �., AL1 15 <br /> -20 20 20 <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> antedgroup <br /> Page 1 of 1 4 Water Level During Drilling XINOGEIN � <br />