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3 <br /> I <br /> �, SAMPLE p= <br /> 'DESCRIPTION Vo` <br /> �s Asohalt I <br /> Gravel backfi i l <br /> E CL Silty clay (CL) dark brown, medium plasticity, <br /> moist, firm <br /> n 5 $4 <br /> I� <br /> .r <br /> s <br /> SM Silty sand SM medium brown <br /> � C CARN Fine sands, dry, medium dense! (tank backfill) <br /> 10 33 1021 �. Z <br /> C n <br /> LU <br /> a. [ <br /> U � m <br /> a � <br /> :t to <br /> ML Sandy silt (ML) grayish brown :! fine sands, moist <br /> no plasticity, medium dense .i <br /> 7 CARN :r <br /> 13 1022 <br /> Qco <br /> cr <br /> s I <br /> CARN �a <br /> 2 21 1023 I b� <br /> Notes: <br /> l <br /> 1. Bottom of boring 21.5 feet <br /> 2. No free ground water detected <br /> 2 v a <br /> 3 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER s„ I CARNATION <br /> PROJECT NUMBER _ mFrInrij <br /> o 1984 IT CORPORATION a 4. �ALL CvPYI;IGNTS RESERVED Creating a Safer To=orrow <br /> "Oo Nal Scale anis Orawirng' <br /> -cNG:0728 F ; <br />