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eORIr -i-OG B 3 <br /> Date AUG 8 1996 Sheet_2_ OF_2_ <br /> SEE <br /> FIGURE 3 Project GSA — Stockton Project No. 9403C.41 <br /> Drilling Co. Mitchell Drilling and Env. Type of Rig CME 75 HT. <br /> Hole Diameter 8" O.D. in. Drive Weight 140x¥ Drop 1_in. <br /> Location Sketch 'Surface Elevation N.A. (msl) Top of Casing Elevation N•A• (msl) <br /> well Construction Samples Logged by Larry Harlan <br /> a <br /> c o it <br /> v e,,, PProved by: ill Millar <br /> q J a n A <br /> u v <br /> Z a� �,= E a E o o <br /> SCC/GEOLOGIC DESCRIPTION <br /> �O— 63-30' 0915 ML 0 ®30'—Clayey sandy silt, brown, moist, no odor. <br /> Note: Overdrilled to 35' TAL prior to <br /> 2 obtaining 30' Sample <br /> TAL=35' <br /> 3 M-32.9' <br /> Auger advanced at 20' angle. <br /> 4 A. <br /> I I <br /> 17 <br /> pi, <br /> I { <br /> I I . <br /> i <br /> I I <br /> j I I <br /> f <br /> I <br /> I <br /> i <br /> C:CA0FiLE3\STOCXT0N\ATB—LOG2 <br /> LECEy0 NOTE: This log of subsurface conditions ;s a simplification of actual <br /> conditions encountered. It applies at the location and time of drilling. <br /> TD Total Depth BGS Subsurface conditions may differ at other !ocations and times. <br /> SGS Below Ground Surface <br /> TAL Total Auger Length <br /> PCC Portland Cement Concrete <br /> CAPE ENVIRONMENTAL. MANAGEMENT INC. <br /> i <br />