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Project Name Soil Boring Number <br /> Union Pacific Railroad - Proposed Property Lease Soil Boring Log B14 <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 /> c a a ° .T ai _= E <br /> ir�° Graphic c a '1 ~ °' � ' J Y Backfill <br /> > CL rU �/ISUaI U) c � ow E a o o C m C N <br /> W o Log Description 0 g 0 � � Q mo Details p <br /> _ — cn <br /> 0 0 <br /> 0 <br /> ML Sandy Silt with gravel ; some fine grain dry Cement <br /> gravel , 30% fine grain sand , non - plastic , Grout : <br /> brown 0-6 ft . <br /> CL moist <br /> Lean Clay with sand ; 15 % very fine 0 . 3 <br /> grain sand , medium plasticity , black <br /> s 0 . 3 <br /> -5 . - 5 5 <br /> CL Lean Clay; medium plasticity , black moist 5 . 5-6 . 0 G 100 <br /> End of boring at 6 ft . bgs . <br /> - 10 10 SS�ONAL �F�C 10 <br /> 0 0 <br /> Q� LIA HOLDEN <br /> No , 8584 <br /> Exp, <br /> - 15 15 FO CA15 <br /> -20 - - 20 20 <br /> 25 <br /> -25 25 <br /> G = Grab Sample <br /> anteasgroup <br /> Pagel of 1 4 Water Level During Drilling XINOGEN� <br />