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SAMPLE <br /> O � <br /> DES CR1PT1ON UO2 <br /> Asphalt ne_ <br /> zw CH Silty sandy clay (CH) , dark brown, medium <br /> Q� plasticity, moist, medium firm <br /> oz <br /> 5 <br /> J <br /> SM Silty sand (SM) medium brown, fine grain, dry <br /> fine grain, sorted (tank backfill) <br /> mm <br /> 0 <br /> 1 O <br /> 00 O <br /> wa z <br /> = a 0 <br /> D a PSD CARN m <br /> - 1012 m <br /> ti <br /> v " ML Sandy silt (ML) medium brown, low plasticity <br /> z <br /> 1 slightly moist fine sands, firm <br /> a© <br /> o PSD CARN <br /> 1013 <br /> 2 SC Clayey sand (SC) medium brown, dense, fine sands <br /> - d <br /> . L <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 /> 4 1 1 1 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER B-5 CARNATION <br /> PROJECT NUMBER ME0063 <br /> $ ° 7984 IT CORPORATION <br /> ALL COPYRIGHTS RESERVED ® . . . CIeating Q Safer Tomo77ovr <br /> "Do Not Scale This Drawing" <br /> ENG:0125 <br />