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SAMPLE R. <br /> C� <br /> DESCRIPTION <br /> zQ Asphalt b d <br /> 3 m Gravel backfill <br /> cc D <br /> 0z <br /> CL Silty sandy clay (CL) dark brown, moist <br /> n 5 medium plasticity <br /> J <br /> > cc C7 <br /> mm O <br /> 1 PSD CARN SM Silty sand (SM) , light-medium brown, fine sands n <br /> w a 1018 dry, dense (tank backfill) m <br /> U ¢ —I <br /> M <br /> b ML Sandy silt (ML) grayish brown, fine sands, moist <br /> no plasiticity, medium dense <br /> z <br /> 12 CARN <br /> am 1019 <br /> 0 <br /> 2 d <br /> 24 CARN <br /> 1020 ' b <br /> Notes: <br /> 1. Bottom of boring 21.5 <br /> 2. No free ground water detected <br /> 2 <br /> 3 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER B-7 CARNATION <br /> PROJECT NUMBER MFf1063 <br /> 1984 IT CORPORATION <br /> o ALL COPYRIGHTS RESERVED . . Creating a Safer Tomorrow <br /> Do Not Scale This Orawing' <br /> ENG:0727 <br />