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Project: Project Number: Client: <br /> Phase II ESA PA004.02_PH2(14) Pape Properties Figure 6 <br /> Address, City, State Drilling Contractor: Boring No. <br /> 10842 S Harlan Road French Camp, CA Woodward Drilling SB-2 <br /> Logged By: Started: Drill Rig T pe: Boring Diameter: <br /> J. Bailey 10/9/14 Direc Push <br /> Drill Crew: I Valles (lead) —0 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 1 Cement grout <br /> Groundwater Gradient: Groundwater Elev. (Rel.): Surface Elev. (Rel.): Total Depth of Boring: <br /> North, i = 0.002 ft/ft -3.24 ft 17.91 ft (relative) 29 ft <br /> > E d) E = Lithology <br /> W a a <br /> E a C� <br /> in a o <br /> —o <br /> 2— b 0-2.5' Asphalt concrete w/4"gravel/sand/silt base material, underlain <br /> by fill, dense, dry, medium yellowish brown color. <br /> 4 _ _:' Interbedded fluvial sediments to total depth,consisting of: <br /> 6— �'� ND -_= 2.5- 11' Silt,<5%sand, dense/stiff, medium plasticity and dry strength, <br /> 8— = - dry, medium yellowish brown color. Grading to sandy silt,fine grained, <br /> -_-_ softer and slightly moist with depth. No odor or organics observed. <br /> 70 0.0 ND 11- 13' Sand,very fine, poorly graded,subrounded grains,dry. <br /> 12— Beige color(tan w/brown speckles). No odor. <br /> 14— = 13- 14.5' Silt,<10%sand, dry,dense, light medium brown. <br /> 0.0 ND 14.5-18' Sand,very fine, poorly graded, dry but with depth grain size is <br /> 16— increasing, becoming moderately graded, slightly moist, and slightly darker <br /> 18 -gray light brown-gray w/brown speckles)with depth. <br /> 20 18-26' Interbedded sand with thin lenses of dense silt. Sand is dry, <br /> NT fine, poorly sorted (flowing sand). Silt lenses are<3",thick,very dense, <br /> 22— z%is -_= plastic,w/high dry strength,dry to slightly moist,yellowish brown color. Silt <br /> 24— ==== lenses are typically distinct from sand (not gradational). <br /> NT 26-29' Sandy silt,<20%sand, slightly moist, med. density and plasticity. <br /> 26— <br /> Becoming siltier with depth, and more dry/dense at 29'. <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 /> Q 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 Stabllized Ground water <br /> ® <br /> CPP Sampler Q Water Sample �_ Groundwater At time of Drilling <br /> ® <br />