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,(V AC,* BORING LOG B I <br /> SEE Date -AkIC 1 1996 Sheet a OF 2 <br /> FIGURE 3 Project GSA — Stockton Project No. 2403C.41 <br /> Drilling Co. Mitchell Drilling and Env. Type of Rig CME 75 HT. <br /> Hole Diameter 8" O-D- in. Drive Weight 140# Drop 1_in. <br /> Location Sketch Surface Elevation N.A. (msI) Top of Casing Elevation N.A. (msl) <br /> Well Construction Samples Logged by: Larry Harlan <br /> 0• <br /> C Approved by: Bill Millar <br /> o um a is <br /> ti a E mn (3 <br /> o� <br /> SCIlUGEOLOGIC DESCRIPTION <br /> 3 a% 61-30, 1255 <br /> 8 ML 0 030'—Clayey silt (some sand), brown, moist, no odor. 1 <br /> 3 <br /> NOTE: continuous drive <br /> 3 sampling from 10' BGS <br /> to M. <br /> 3 <br /> I <br /> IP L <br /> I � i <br /> J I <br /> i <br /> � I <br /> I <br /> � I i <br /> I <br /> i <br /> i <br /> I <br /> I � <br /> I <br /> I <br /> C:CADPtLES\STOCKTON\AT8—LOG2 <br /> J70EN NOTE: This log of suosurface conditions is a simplification of actual <br /> Ill Total Depth BGS conditions encountered. It applies at the location and time of drilling. <br /> r7 Subsurface conditions may differ at other locations and times. <br /> BCS Below Ground Surface <br /> TAL Total Auger Length <br /> PCC Portland Cement Concrete <br /> CAFE ENVIRONMENTAL MANAGEMENT INC. <br />