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eORW LOG B 4 <br /> SEE Dote ' 1996 Sheet_2— Of 1_ <br /> FIGURE 3 Project GSA – Stockton Project No. 2403C.41 <br /> Drilling Co. Mitchell Drillina and Env. Type of Rig CME 75 HT. <br /> Hole Diameter 8" 0.0. in. Drive weight 140,4 Drop 1_in. <br /> Location Sketch Surface Elevation N.A. (msl) Top of Casing Elevation N-A. (msl) <br /> well Construction I Samples Logged by I nrry Harlan <br /> a <br /> Bill Millar <br /> 0 0 0 -' u, a Approved by: <br /> o <br /> E o E o °c o� <br /> m 0 m SOIL/GEOLOC,IC DESCRIPTION <br /> ON <br /> J 84-30' 1124 <br /> 84-30'–SM CL 0 030'–Sandy clay, light brown, moist. no odor. <br /> 3 <br /> 64-30'–SP <br /> 3 Note: Overdrilled to 35• TAL prior to <br /> obtc:ning 30' Sample <br /> 3 TAL-35' <br />� 3 8' <br /> 3 - Auger advanced at 15• angle. <br /> 3 <br /> Ll <br /> � � I <br /> i <br /> � II <br /> i I I <br /> i <br /> I <br /> C:CAOFILES\STOCK ON\Ai8—LGG2 <br /> NOTE: This log of subsurface conditions is a simplification Of actual <br /> Ems! conditions encountered. :t applies at the location and time of drilling. <br /> TO Total Depth SGS 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 />