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LOG OF EXPLORATORY BORING i <br /> PROJECT NUMBER 939-01.09 BORING NO. GW-7 <br /> i <br /> PROJECT NAME Harney Lane Landfill PAGE 2 OF 3 j <br /> BY L. Gallagher DATE 10/8/91 SURFACE ELEV. ft. <br /> ate W LITHO- WELL iI <br /> 5z GRAPHIC DESCRIPTION <br /> Fz2DETAIL! <br /> Z: COLUMN <br /> CTx--11-moi N <br /> 1 <br /> SANDY SILT (ML), continued. <br /> t <br /> 25— <br /> SANDY CLAY (CL), dark yellowish brown <br /> (10YR, 4/6); 10-15% very fine to medium <br /> sand, subangular to subrounded; 85-90% low- <br /> to moderate-plasticity fines; damp. <br /> 30 <br /> 35 <br /> 40 - <br /> REMARKS <br /> Boring drilled with 6-inch-diameter solid(light augers. Boring converted to a 0.5-inch-ID PVC Tri-level Gas <br /> Probe. Logged from drill cuttings. <br /> LE ON <br /> T <br />