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SAMPLE <br /> Q�QtyCO <br /> DESCRIPTION <br /> ZQ Asphalt b <br /> Q co Gravel backfill d <br /> oz <br /> `A CL Silty clay (CL) dark brown, medium plasticity, <br /> moist, firm <br /> n 5 <br /> J <br /> m m SM Silty sand (SM) medium brown <br /> CARN Fine sands, dry, medium dense (tank backfill ) p <br /> ° L 33 1021 Z <br /> o n <br /> = Cr M <br /> U Q M <br /> --1 <br /> M <br /> ML Sandy silt (ML) grayish brown, fine sands, moist <br /> `^ no plasticity, medium dense <br /> 1 CARN <br /> z} 13 1022 <br /> am <br /> Q <br /> o <br /> CARN <br /> 20--- 21 1023 bD <br /> Notes: <br /> 1. Bottom of boring 21.5 feet <br /> 2. No free ground water detected <br /> 25- <br /> 30— <br /> PREPARED <br /> 3PREPARED FOR <br /> LOG OF BORING NUMBER CARNATION <br /> PROJECT NUMBER _ MFOOb3 <br /> 1984 IT CORPORATION <br /> o ALL COPYRIGHTS RESERVED . . . Creating Q Safer ToIIIOITOW <br /> Do Not Scale This Drawing <br /> ENG:0728 <br />