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B■A* Ef FIELD LOG OF Project No 002-70950-01 Boring No <br /> Client IJ-Haul International DP-6 <br /> EXPLORATORY BORING Location 2701 N Wilson Way Sheet 2 <br /> Loaaed By B McDaniel on January 14 2000 of 4 <br /> Rd location of boring Drilling Co Gregg Drilling <br /> Drill rig model 87 Ton CPT RFq <br /> N Former Waste Oil U Haul#709 50 Drilling Method Cone penetrometer T <br /> UST Lncauan �.. <br /> ~ oP 6 Boring completion data Backfilled with cement <br /> Ground Elev Grout under pressure Pressure grouted <br /> ki <br /> _ Depth to O Depth to <br /> Q _ 0 <br /> 61 [V N <br /> 3 0 - g a Time Time <br /> m CL <br /> N <br /> CLg Date Date <br /> C a <br /> y <br /> 31 <br /> CL Sandy clay as above DESCRIPTION <br /> - --------------------------------------------------- <br /> @ 40' <br /> Sand (SP), light Olive, 70% fine sand, 30% medium sand, <br /> 05 12" DP-6-40 40 5P trace silt, damp <br /> ------ ----- --------------------------------------------------------------------- <br /> 41 CL @405' <br /> Clay (CL), light Brown, medium to high plasticity, trace <br /> fine sand, motled, micro fracture infllled with calcium <br /> — No Odor <br /> 1020 12" DP-6-50 50 SP @ 50' <br /> 51 _ Sand with silt (SP), Brown, 90% very fine sand, <br /> 10% silt, wet, No odor <br /> I <br /> --------------------------------------------------- <br /> 10 40 12" DP-6-60 60 CL @ 60' <br /> 61 Sandy clay (CL), Yellowish Brown, light gray, 30%fine <br /> sand, some medium sand, 70% medium to high plastic <br /> fines, damp, Very slight odor <br /> Reviewed By Date <br /> February 08 2000 <br /> 1 VbrranW09 50 UP 6 2170950tgs xiBDP 62 <br />