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1 <br /> g[A* U FIELD LOG OF Project No 002-70950-01 Boring No <br /> Client U-Haul Internatiol3al DP-5 <br />' EXPLORATORY BORING Location 2-ZO1 K Wilson Way Sheet 1 <br /> Logged By B McDaniel on Janua[y1 2000 <br /> of 2 <br /> Id location of boring Drilling Co GreggDrilling <br /> Ddll ng model 87'fon-CPT Rip <br /> See Figure 4 Drilling Method Cone penetrometer <br />' Hole Diameter 1 114-inch <br /> Boring completion data Backfilled with cement <br /> Ground Elev under pressure Pressure grouted from total depth to surface <br /> d ie Depth to V Depth to V <br /> cc <br /> } C3. <br /> lime Tlme <br /> a R E r� Q Date Date <br /> M T E m �° <br /> DESCRIPTION <br /> co <br /> 1 Asphalt surface <br /> 2 <br /> 3 <br /> 4 <br /> 5 <br /> 6 <br /> I 7 <br /> 8 <br /> 9 <br /> 10 CL @ 10 ft Sandy Clay (CL), Dark Olive to Black, 20% very <br /> 630 12" DP-5-10 11 fine sand, medium plastic fines, mottled, <br /> I 12 <br /> damp, strong hydrocarbon-like odor <br /> 13 <br /> 14 <br /> 15 <br /> 16 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> 17 <br /> 18 <br /> 19 <br /> I20 SID @ 20 ft Sand (SP), Dark Olive Brown, 100% very fine <br /> 1635 12" DP-5-20 21 sand , trace silt, damp, hydrocarbon-like odor <br /> 22 <br /> 23 <br /> 24 <br /> 25 <br /> 26 <br /> 27 <br /> I 28 <br /> 29 @ 30 ft Sand (SP), as above Dark gray, moist, <br /> 30 SP apparent product <br /> fr45 12" DP-5-30 31 @ 30 5 ft Clay (CL), Reddish Brown, Some sand (420%), <br /> L I CL I I medium plastic, Strong hydrocarbon-like odor, damp <br /> Reviewed By _ Date 3/' C90 <br /> February 08 2000 <br /> 1Wan4709 50 DP 511709501901 51 <br />