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Project: Project Number: Client: <br /> Phase II ESA PA004.02_PH2(14) Pape Properties Figure 7 <br /> Address, City, State Drilling Contractor: Boring No. <br /> 10842 S Harlan Road French Camp, CA Woodward Drilling SB-3 <br /> Logged By: Started: Drill Rig T pe: Boring Diameter: <br /> J. Bailey 10/9/14 Direc Push 2 inch <br /> Drill Crew: T. Valles (lead) °? Completed: Well Installation (Y or N): Boring Destruction: <br /> G. Galvez/J. Roberts CO 10/10/14 No Cement grout <br /> USA Ticket Number: Bit Type: Hammer Type/Weight: Hammer Drop: <br /> 409248 Cement grout <br /> Groundwater Gradient: Groundwater Elev. (Rel.) Surface Elev. (Rel.): Total Depth of Boring: <br /> North, i = 0.002 ft/ft -3.16 ft 18.94 ft (relative) 25 ft <br /> o <br /> d J <br /> c d 0 E d E� Lithology <br /> F- a W fl- a <br /> CL 'E Q- R <br /> m a p 0 <br /> 0- 1.5' 2" of asphalt concrete w/3"gravel/sand/silt base/fill material. <br /> 2— <br /> __= Interbedded fluvial sediments to total depth,consisting of: <br /> 4— __= 1.5-8' Silt, dense/stiff, low plasticity, moderate dry strength, and dry to 4', <br /> 6— 0.0 ND =_= becoming crumbly and slightly moist with depth. Moderate yellow-brown <br /> ___ color. <br /> 8— 8-8.5' Sand, moderately graded,grain size fine to small and rounded, dry, <br /> 10— <br />