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1 � <br /> �• SAMPLE <br /> C) v��J <br /> A <br /> DESCRIPTION <br /> Asohalt <br /> 3 <br /> Gravel backfill S b <br /> cr J <br /> Cr v <br /> ` CL Silty clay (CL) dark brown, medium plasticity, <br /> moist, firm <br /> n . 5 <br /> J <br /> �� SM Silty sand (SM) medium brown <br /> CARN Fine sands, dry, medium dense (tank backfill ) o <br /> C 1 33 1021 z <br /> Wt� n <br /> UI¢ M <br /> I a'T7 <br /> HL Sandy silt (ML) grayish brown, fine sands, moist <br /> no plasticity, medium dense <br /> 1 , CARN <br /> } 13 1022 <br /> am <br /> f CARN <br /> 2 c, 21 1023 <br /> b <br /> Nates: <br /> 1. Bottom of boring 21.5 feet <br /> 2. No free ground water detected <br />\ 2., <br /> 3 <br /> PREPARED FOR <br /> LOC OF BORING NUMBER s-R CARNATION <br /> PROJECT NUMBER mF(in6i <br /> c r 1984 IT CGRPQRATIQN N <br /> o ALL CCPVRIGHTS RESERVED C:ecti:: C Seer TaWorrow <br /> Oo riot Scale i n,s Orawmq <br /> NG:072Q <br />