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' BoR3NG Lor. B 4 <br /> SEE Dote AUG S. 1996 _- Sheet —2 - OF 2 <br /> FIGURE 3 Project GSA Stockton Project No 2403C 41 <br /> Drilling Co Machell Drilling and Env. Type of Rig CME 75iT <br /> Hole Diameter 8" O.D. In Drive weight 1409– Drop 115 In <br />' Location Sketch Surface Elevation N A (msl) Top of Casing Elevation N,A (msl) <br /> Well Construction Samples Logged by Lorrlon <br /> s _ a a en 9-i- Approvedby BIII Millar <br /> CL <br /> a� U �� <br /> E <br /> Q a <br /> V) O o o <br /> R` a O SL/GEOLOUC DE�7L.iR 1 M\ <br /> m <br /> Rio <br /> U II <br /> 1 3 � 84-30 1124 <br /> 64-30 –SM CL 0 ®30 –Sandy clay light brown, moss' no odor <br /> 3 B4-30 –SP <br />' 3 <br /> Note Overdrdled to 35 TAL prior to <br /> 3 obte,ning 30 Sample <br /> TAL=35 <br /> T0=33 8 <br /> 3 + Auger advanced at 15 angle <br /> 3 <br /> 1 <br /> 1 <br /> 1 <br /> C CA0FILES\ST0CKT0N\ATE—L0G2 <br /> j FCEND NOTE This log of subswfacs conditions is a simplification of actual <br /> conditions encountered it applies at the location and time or drilling <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 />