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SAMPLE R. <br /> Q Q� Cy 'COo � <br /> DESCRIPTION vo? _ <br /> z¢ As halt . <br /> m Gravely backfill e . <br /> Q� <br /> a:D <br /> °z . .d <br /> CL Silty sandy clay (CL) dark brown, medium plastici y <br /> n moist d <br /> 5 <br /> J <br /> Q <br /> SM Silty sand (SM) medium brown, fine sands, dry, <br /> medium, dense, grayish brown, dry, <br /> m m (tank backfill) <br /> 10- <br /> 0 c7 <br /> Z C-' <br /> CARN O <br /> " a PSD 1015 n <br /> i <br /> m <br /> M <br /> z ML Sandy silt (ML) grayish brown fine sands, low <br /> Q© plasticity, dry, firm <br /> ° PSD CARN <br /> 1016 <br /> 2 .o b <br /> PSD CARN <br /> 1017 d <br /> NOTES: <br /> 25-1 1. Bottom of boring 23.5 feet <br /> 2. No free ground water detected <br /> 3. Boring drilled at an angle of 15° <br /> 4. Samples pushed, not driven with hammer <br /> 3 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER B-6 CARNATION <br /> PROJECT NUMBER ME0063 <br /> o 1984 IT CORPORATION <br /> 0 <br /> ALL COPYRIGHTS RESERVED . . . CIeating Q Safer Tomorrow <br /> "Do Not Scale This Drawing <br /> ENG:0726 <br />