Laserfiche WebLink
ARCADIS SOIL BORING LOG <br /> Infrastructure, environment buildings Page 1 of 1 <br /> Date Drilled: 4/29/2010 Drilling Contractor: RDM Environmental I D: C�-7n <br /> Borehole Depth: 8 feet bgs Driller's Name: Jose Sanchez J <br /> Logged By: Jamey Peterson Drilling Method: Hand Auger Client: Pacific Gas 8r Electric Company <br /> Reviewed By: Bill Copeland,PG No.8565 Sampling Method: Grab Location: McDonald Island Compressor Station <br /> Northing(Y): NA Rig Type: NA 1181 Zuckerman Road <br /> Easting(X): NA Bit Size: 2-inches I Tracy,California 95206 <br /> Surface Elevation: NA Auger Size: NA Project#: 60092341.0000.00001 <br /> w E — CL c a <br /> M <br /> _m <br /> Soil Borin <br /> V) � m c Lithologic Description g <br /> cU Construction Detail adw <br /> V •� N <br /> In u) c o r <br /> CL _ A v o U o v o <br /> 0 o Q W a O � t7 s o <br /> 0 0 <br /> 8 NA Asphalt at surface to 6 inches bgs <br /> Asphalt <br /> Gravel,Sand and Silt,dark brown(10YR 3/3),poorly sorted,subangular to <br /> subrounded gravel,fill-like appearance <br /> 1 1 <br /> Sc- SAND AND CLAY(SC-CL),soft,loose,light brown(10YR 8/3)sand and gray <br /> CL (N5)fines,dry,fine-to medium-grained sand,low plasticity fines,trace silt, <br /> poorly sorted <br /> 0.0 <br /> 2 2 <br /> 3 3 <br /> 0.0 <br /> 4 ao Neat Cement 4 <br /> F <br /> x <br /> 5 SP SAND(SP),loose,light brown(10YR 8/3),dry,fine-to medium-grained,trace 5 <br /> silt,homogenous,well sorted <br /> 0.0 <br /> 6 6 <br /> 7 7 <br /> 0.0 <br /> 8 Borehole terminated at 8 feet bgs 8 <br /> 9 g <br /> 10 110 <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-S69-1.5-2.0 at 1510 <br /> C51-SB9-3.5-4.0 at 1515 <br /> C51-SB9-5.5-6.0 at 1520 <br /> C51-S139-7.5-8.0 at 1540 <br />