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\, SAMPLE <br /> V <br /> 0 <br /> O� 0v 2J Jy DESCRIPTION X02 <br /> z¢ <br /> Asphalt b ' A <br /> 3m Gravel backfill d <br /> ¢z 6 <br /> oz <br /> CL Silty clay (CL) dark brown, medium plasticity, <br /> moist, firm <br /> h 5 <br /> J <br /> m SM Silty sand (SM) medium brown <br /> 0 o CARN Fine sands, dry, medium dense (tank backfill) p <br /> 33 1021 z <br /> vol n <br /> w a M <br /> U a R1 <br /> a 1 <br /> F11 <br /> ML Sandy silt (ML) grayish brown, fine sands, moist <br /> no plasticity, medium dense <br /> CARN <br /> 3> 13 1022 <br /> am <br /> o <br /> 6 <br /> 2 CARN <br /> 21 1023 b bD <br /> Notes: <br /> 1. Bottom of boring 21.5 feet <br /> 2. No free ground water detected <br /> 2 <br /> 3 <br /> 41 1 1 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER R-8 CARNATION <br /> PROJECT NUMBER wnnfi3 <br /> J, 1984 IT CORPORATION <br /> ALL COPYRIGHTS RESERVED ® . . . Creating a Safer Tomorrow <br /> _ 'Do Not Scale Tnis Drawing' <br /> ENG:0728 <br />