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SAMPLE O`er <br /> �Q �Q� m V <br /> O � <br /> J� DESCRIPTION <br /> 0a: As halt D ' b <br /> 3 m CH Silty sandy clay (CH) , dark brown, medium Q <br /> Q plasticity, moist, medium firm <br /> oz <br /> r <br /> 5 <br /> J <br /> SM Silty sand (SM) medium brown, fine grain, dry <br /> fine grain, sorted (tank backfill) <br /> m <br /> a � <br /> Y > 1 n <br /> � o O <br /> wa Z <br /> = c (7 <br /> Q PSD CARN m <br /> 1012 m <br /> N ML Sandy silt (ML) medium brown, low plasticity <br /> z 1 slightly moist fine sands, firm <br /> 3> <br /> a© <br /> o PSD CARN <br /> 1013 <br /> Z SC Clayey sand (SC) medium brown, dense, fine sands <br /> - d <br /> b <br /> PSD CARN <br /> 1014 <br /> 2 NOTES: <br /> 1. Bottom of boring 23-5 feet <br /> 2. No free ground water detected <br /> 3. Boring drilled at an angle of 150 <br /> 4. Samples pushed, not driven with hammer <br /> 3 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER B-5 CARNATION <br /> PROJECT NUMBER ME0063 <br /> 1984 IT CORPORATION <br /> o ALL COPYRIGHTS RESERVED . . . Creating a Safer Tomorrow <br /> Do Not Scale This Drawing <br /> ENG:0725 <br />