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LOG OF EXPLORATORY BOrd G <br /> PROJECT NUMBER 939-01.09 BORING NO. GW-6 <br /> PROJECT NAME Harney Lane Landfill PAGE 2 OF 2 <br /> BY L. Gallagher DATE 10/9/91 SURFACE ELEV. ft. <br /> W LITHO- WELL kJ GRAPHIC DESCRIPTION DETAIL: <br /> W ¢ COLUMN <br /> .� to <br /> SAND (SP), continued. <br /> 25 <br /> 4 <br /> SANDY <br /> CLAY (CL), yellowish brown (10YR, <br /> 5/8); 15-25% fine to very fme sand, subangular <br /> to subro ded; 75-80 moderate-plasticity <br /> fines; damp. <br /> F <br /> 6 <br /> 30 <br /> CLAYEY SAND (SC), yellowish brown (10YR, <br /> 5/8); 65-75% very fine to medium sand, <br /> ' subangular to subrounded; 25-35% <br /> low-plasticity fines; damp. <br /> BORING TERbfWATED AT 34 FEET. <br /> 35 <br /> 40 <br /> R F!A.t a 1 M <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 /> EM ON <br />