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Project: Project Number: Client: <br /> Phase II ESA PA004.02_PH2(14) Pape Properties Figure 5 <br /> Address, City, State Drilling Contractor: Boring No. SB-1 <br /> 10842 S Harlan Road French Camp, CA Woodward Drilling <br /> Logged By: Started: Drill Rig Type: Boring Diameter: <br /> J. Bailey 10/9/14 Direct Push 2 inch <br /> Drill Crew: T. Valles (lead) 2 Completed: Well Installation (Y or N): Boring Destruction: <br /> G. Galvez/J. Roberts o 10/10/14 No Cement grout <br /> USA Ticket Number: Bit Type: Hammer Type/Weight: Hammer Drop: <br /> 409248 <br /> Groundwater Gradient: Groundwater Elev. (Rel.): Surface Elev. (Rel.): Total Depth of Boring: <br /> North, i = 0.002 ft/ft -3.10 ft 20.15 ft (relative) 29 ft <br /> y m r J <br /> > 0 E d E Lithology <br /> W °- a <br /> E otS fl <br /> n a o <br /> 2— —o-0 0-2' Asphalt concrete w/4"gravel/sand/silt base material and fill, <br /> 4— <br /> 7-7-dense, dry, medium brown color. <br /> 6— 0.0 ND -- - <br /> - –_– Interbedded fluvial sediments to total depth,consisting of: <br /> 8— –_= 2- 10' Silt w/trace sand (<10%), dense/stiff, med. plasticity, high dry <br /> strength, dry, medium yellowish brown color shading to olive brown. No odor. <br /> 10_ 0.0 ND <br /> 10- 16' Sand w/trace silt(<5%),sand is fine to small grained, mod. <br /> 12— graded, dry,with beige color(tan w/brown and gray speckles). No odor. <br /> 14— <br /> 0.0 ND 16-25.5' Silt w/trace sand (<10%)from 11 to 20', mod. soft, crumbly, slight) <br /> 16— __= moist, high dilatancy and dry strength. Olive brown color. <br /> 18— –_= Below 20', no sand observed. From 20-23.5' silt becomes very dense/stiff, <br /> zo — 0.0ND __= dry, becomes very sticky when wet. Mod. dilatancy, high dry strength, <br /> –_–_– medium yellowish brown color. No odor. <br /> 22— W <br /> 24-23.25 0.0 2 5 –-- 0.2' of dry sand observed on the sampler at bottom of boring See description <br /> 26 �- for sand above. No odor. <br /> 28— No petroleum odor or discoloration observed in this boring. <br /> so— Groundwater not encountered during boring installation. Temporary 1" <br /> casing installed w/bottom 10'slotted casing for water sample retrieval. <br /> Caledonia Associates Boring Log: Sheet 1 of 1 <br /> Standard Penetration Slit Spoon Sampler(SPT) ND No Contaminants Detected by Laboratory <br /> NT No Sample Recovered/Tested <br /> 8 California Sampler <br /> Shelby Tube ® Soil Sample 1 Stabilized Ground water <br /> ® <br /> CPP Sampler Q Water Sample �_ Groundwater At time of Drilling <br /> ® <br />