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L OG OF EXPLORATORY BORI <br /> PROJECT NUMBER 939-01.09 BORING NO. GW-5 <br /> PROJECT NAME Harney Lane Landfill PAGE 1 OF 2 <br /> BY L. Gallagher DATE 10/9/91 SURFACE ELEV. ft. <br /> J S� W LITHO- <br /> _j WELL <br /> W '-Si -J GRAPHIC DESCRIPTION DETAIL <br /> W x--11 <br /> CL <br /> ¢ COLUMN <br /> J N <br /> FILL <br /> . . . SAND to SELT Y SAND (SP-SM), yellowish brown <br /> • (10YR, 5/4); trace gravel; 85-90% very fines to <br /> medium sand, subangular, 10-15% non- to <br /> . . . low-plasticity fines; damp. <br /> 5- <br /> 10— <br /> SANDY <br /> 10 Y CLAY (CL), yellowish brown (IOYR, <br /> 15 5/8); 25-35% very fine to fine sand; trace - <br /> coarse sand, subangular; 65-75% low- to <br /> moderate-plasticity fines; damp. <br /> 20 <br /> KS <br /> Boring drilled with 6-inch-diameter solid flight augers. Boring converted to a 0.5-inch-M PVC Tri-level Gas <br /> Probe. Logged from drill cuttings. <br /> E ON <br />