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BORING LOG Q,3 <br /> SEE Date _AUG 8. 1.926_ __ _ _ _ Sheet 2 OF <br /> FIGURE 3 Project GSA — Stockton Project No .2403C 41 <br /> Drilling Co _Machell Drilling and Env Type of Rig QME 75_HT_ <br /> 1 Hole Diameter,8. O.D. in Drive Weight 140 __ Drop 18 in <br /> Location Sketch Surface Elevation NA (msl) Top of Casing Elevation NA (msl) <br /> Well Construction Samples Logged by - Larry Harlon <br /> o _ Y a°2. S V1 Approved SII Millar <br /> Approved by <br /> EA <br /> A = m SOIL/GEOLOGIC DESCRIPTION <br /> fl B3-30 0915 <br /> ML 0 030'—Clayey sandy silt brown, moist, no odor <br />' 3t <br /> 2 Note Overdrrlled to 35 TAL prior to <br /> obtaining 30 Sample <br /> TAL=35 <br /> 3 TD-32 9 <br /> Auger advanced at 20 angle <br /> 4 s <br /> 5 <br /> I � <br /> 1 <br /> I <br /> 3 <br /> 3 <br /> I <br /> 1 � <br /> HI <br /> i <br /> 1 <br /> { <br /> C CADFiLES\ST0CKT0N\AT8—LDG2 <br /> N NOTE This log of subsurface conditions is a simplificabon of actual <br /> conditions encountered It applies at the location and time of drWing <br /> TD Total Depth BGS Subsurface conditions may differ at other locations and times <br /> BGS Below Ground Surface <br /> TAL Total Auger Length <br /> PCC Portland Cement Concrete <br /> CAPE ENVIRONMENTAL MANAGEMENT INC. <br />