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`1 SAMPLE �S2 <br /> Q q p �J 0 y <br /> 0� 0v 2J Jy DESCRIPTION VO= <br /> 0M Asphalt p <br /> 3m <br /> Gravely backfill a <br /> a� <br /> oz 6 <br /> CL Silty sandy clay (CL) dark brown, medium plastici y <br /> moist o, <br /> "- 5 <br /> a <br /> SM Silty sand (SM) medium brown, fine sands, dry, <br /> > medium, dense, grayish brown, dry, <br /> m a (tank backfill) <br /> ° ° <br /> Y > ' <br /> O O n <br /> i a CARN Z <br /> a PSD 1015 <br /> - m <br /> M <br /> N ti <br /> z <br /> ` ML Sandy silt (ML) grayish brown fine sands, low <br /> <© plasticity, dry, firm <br /> ° PSD CARN <br /> 1016 <br /> 2 o b <br /> PSD CARN <br /> 1017 d '° <br /> NOTES: <br /> 2 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 n 1984 IT CORPORATION <br /> ALL COPYRIGHTS RESERVED ® . . . CIeating Q SQteI Tomorrow <br /> _ "Do Not Scale This Drawing" <br /> ENG:0726 <br />