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SAMPLE <br /> o �y <br /> DESCRIPTION Uo? <br /> �Q <br /> Asphalt s' •A <br /> zw Gravel backfill <br /> am <br /> � <br /> ¢z <br /> oz <br /> CL Silty sandy clay (CL) dark brown, moist <br /> n 5 medium plasticity <br /> J <br /> > > 0 <br /> M m O <br /> ' W> 10— PSD CARN SM Silty sand (SM) , light-medium brown, fine sands czi <br /> w ° 1018 dry, dense (tank backfill) m <br /> = a M <br /> a <br /> O a nl <br /> b ML Sandy silt (ML) grayish brown, fine sands, moist <br /> no plasiticity, medium dense <br /> 15 12 CARN <br /> 3> 1019 <br /> am <br /> Q <br /> o r <br /> A, <br /> 2 a <br /> 24 CARN <br /> 1020 <br /> Notes: <br /> 1. Bottom of boring 21.5 <br /> 2. No free ground water detected <br /> 25- <br /> 30-1 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER B-7 CARNATION <br /> PROJECT NUMBER MF0063 <br /> 0 1984 IT CORPORATION <br /> o ALL COPYRIGHTS RESERVED ® . . . Creating $Qf@I Tomorrow <br /> _ -Do Not Scale This Drawing" <br /> ENG:0727 <br />