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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B13 <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 4/15/14 4/15/14 <br /> LITHOLOGY SAMPLING DATA <br /> U <br /> �> O . > <br /> C O C (II to J 2 5, 4= L <br /> CL Graphic Visual > > o Backfill Q <br /> fn C -O O- E d O E C Co (0 <br /> ) o Log n Description a �, m < m m o Details p <br /> _ — ca <br /> cn <br /> 0 0 <br /> ML Silt with Sand ; 20 % poorly graded fine dry Cement <br /> CL Y <br /> grain sand , low plasticity, dark brown Grout : <br /> dr 0 7 ftm <br /> Lean Clay with sand ; fine grain sand <br /> (20% ) , medium plasticity , dark 0 . 1 <br /> brown /black <br /> 0 . 5 <br /> -5 5 5 <br /> CH wet <br /> Fat Clay ; high plasticity , gray <br /> 0 . 2 <br /> 6 . 5-7 . 0 G <br /> End of boring at 7 ft . bgs . <br /> - 10 10 S\oNAL GoC 10 <br /> Qt. LIA HOUDEN A <br /> No, % 85814 <br /> �r <br /> Exp . / <br /> - 15 15 ,9 � � 15 <br /> OF c <br /> -20 20 20 <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> a <br /> antedgroup <br /> Pagel of 1 4 Water Level During Drilling XINIOGENI MI <br />