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LOG-OF EXPLORATORY BMING <br /> PROJECT NUMBER 939-01.09 BORING NO. GW-11 <br /> PROJECT NAME Harney Lane Landfill PAGE 1 OF 3 <br /> BY L. Gallagher DATE 10/8/91 SURFACE ELEV. ft. <br /> WLETHO- WELL <br /> GRAPHIC DESCRIPTION DETAIL <br /> IW <br /> W <br /> W Wim. ¢ COLLINN <br /> �j <br /> J N <br /> L <br /> &AMY SILT (ML), yellowish brown (I OYR, 5/4); <br /> 5-10% gravel; 35-45% fine to very fine sand, <br /> subangular to subrounded; 50-55% <br /> low-plasticity fines; damp. <br /> 5 <br /> SELTY S (SM), strong brown (7.5YR, 4/6); <br /> 10-15% gravel (5-I0mm diameter); 60-70% <br /> medium to very fine sand, subangular to <br /> subrounded; 20-25% low-plasticity fines; damp. <br /> 10 <br /> 15 <br /> 20—A: : : : : <br /> R.FAsARKS <br /> Boring drilled with 6-inch-diameter solid flight augers. Boring converted to a 0.5-inch-ID PVC Tri-level Gas <br /> Probe. Logged from drill cuttings. <br /> E ON <br />