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0 ARCADIS SOIL BORING LOG <br /> Infrastructure, environment, buildings Page 1 of 1 <br /> Date Drilled: 4/29/2010 Drilling Contractor: RDM Environmental ID: SB-15 <br /> Borehole Depth: 3.5 feet bgs Driller's Name: Chris Easely J <br /> Logged By: Jamey Peterson Drilling Method: Hand Auger Client: Pacific Gas&Electric Company <br /> Reviewed By: Bill Copeland,PG No.8565 Sampling Method: Grab Location: McDonald Island Compressor Station <br /> Northing(l): NA Rig Type: NA 1181 Zuckerman Road <br /> Easting(X): NA Bit Size: 2-inches Tracy,California 95206 <br /> Surface Elevation: NA Auger Size: NA Project#: B0092341.0000.00001 <br /> r <br /> c a <br /> .0 Z d c o� Soil Boring a <br /> Lithologic Description w «c o Construction Detail w <br /> r c o B fn o o s <br /> CL d = C d G v° N d T m <br /> o c` a 0- O :3 1 t9 x o <br /> 00 <br /> 3.5 NA n Gravel at surface <br /> a <br /> OGravel,Sand and Silt,dark brown(10YR 3(3),fine-to coarse-grained sand,fine Gravel <br /> to coarse subangular to subrounded gravel,fill-like appearance <br /> 1 SC CLAYEY SAND(SC),soft,dark brown(10YR 3/3),dry,fine-to medium-grained 1 <br /> low plasticity,trace silt,trace fine to medium subrounded to subangular gravel, <br /> poorly sorted <br /> 0.0 <br /> g Neat Cement <br /> z 2 <br /> x <br /> 3 3 <br /> Borehole terminated at 3.5 feet bgs <br /> 4 4 <br /> 5 5 <br /> 6 6 <br /> 7 7 <br /> 8 8 <br /> 9 9 <br /> 10 10 <br /> Abbreviations: bgs=below ground surface, NA=not available;not applicable, PID=photoionization detector, ppm=parts per million, <br /> USCS=Unified Soil Classification System <br /> Samples Collected: C51-SB15-1.5-2.0 at 1610 <br />