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CONSTRUCTION TESTING & ENGINEERING, INC. <br /> F GEDTEC NNICAI AND CONSTRUCTION ENGINEERING TESTING AND INSPECTION <br /> 2' 1A11 VINEYARD AVENUE,SUITE G ESCONDIDO CA 41.1911641 711.1555 <br /> E�CaIEFRPG$R: <br /> PROJECC 26550 Banta Road.Tracy CI. DRILLER: NI Star SHEET: I of 2 <br /> CTE JOB NO: 20-24636 DRILL METHOD: 4"Auger DRILLING DATE. 122/18/13 <br /> LOGGED BY: A.Knuse SAMPLE METHOD: SPr/Bulk ELEVATION: EGS <br /> c c <br /> E <br /> BORING: B_2 Laboratory Tests <br /> IS <br /> t o c "c <br /> s Y Y a <br /> 0 0 ✓ E <br /> T ] m ❑ V <br /> DESCRIPTION <br /> 0 <br /> 5 CL Stiff,damp-dry,dark brown,medium plastic CLAY PP>4.5 tsf <br /> 6 <br /> 5- <br /> 4 CL Stiff,damp-dry, brown,low plastic,silty CLAY PP=2.5 tsf <br /> 0 <br /> 3 CL Stiff,damp,brown, low plastic,silty CLAY PP_3.5 tsf <br /> 6 <br /> _15— <br /> CL Stiff,damp,brown, low plastic,silty CLAY <br /> -0 CL <br /> S[if_i,_da_n�_brown, low-plastic,siCLAY_____________ <br /> s M1. Medium stiff,wet, light brown,clayey SILT <br /> - <br /> C71 — <br /> ry. Vestiff,damp,brown me ium plastic CLAY <br /> Total De 111=16.5 Fccl, undwa •r Cncountcn: a .0 It.Harm @rout backfilled 12/18/13 <br /> 1 <br />