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SAMPLE <br /> �Jg <br /> ? J DESCRIPTION po= <br /> - <br /> E Asphalt <br /> E d <br /> Q Gravel baf-le 11 <br /> Q� 4 <br /> C <br /> CL Silty sandy clay (CL) dark brown, medium plas- - <br /> CICI y <br /> mois� <br /> h <br /> J <br /> SM Silty sand (SM) medium brown, fine sands, dry, <br /> medium, dense, grayish brown, dry, <br /> (tank back-Fill)- <br /> LU LU <br /> Y > 7 <br /> W CARN o <br /> " < PSO 1015 z <br /> n <br /> m <br /> �A m <br /> N <br /> Z <br /> 7" ML Sandy silt (ML) grayish brown fine sands, law <br /> a� plasticity, dry, firm <br /> PSD CARN <br /> 1016 <br /> 2 s <br /> PSD CARN a <br /> 1017 .b <br /> NOTES: <br /> 2„ <br /> I. Bottom of boring 23.5 feet <br /> 2. No free ground water detected <br /> 3. Boring drilled at an angle of 15, <br /> 4. Samples pushed, not driven with hammer <br /> 3 <br /> PREPARED FOR <br /> LOG OF BORING NUMBER a CARNATION <br /> PROJECT NUMSER NE0063 <br /> 'oma = T9g4 IT CORPOPATION <br /> a^ ALL CCPY.41GHTj,REJEPVSO .. . Creat.--.q C SC:@I Tc=crro w <br /> •Co Not kale n-s Cra—ng <br /> ENG:O/C5 <br />