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LOG OF TORY I - <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 /> N W LITHO- WELL <br /> a GRAPHIC DESCRIPTION DETAIL <br /> �¢� Wim. ¢ COLUMN <br /> J y <br /> (SP), continued. <br /> 25 <br /> SANDY CLAY (CL), yellowish brown (1 OYR, <br /> 5/8); 15-25% fine to very fine sand, subangular <br /> to subrounded; 75-80% moderate-plasticity <br /> fines; damp. <br /> 30 <br /> ` CLAYEY SAND (SC), yellowish brown (1 OYR, <br /> 5/8); 65-75% very fine to medium sand, <br /> subangular to subrounded; 25-35% <br /> low-plasticity fines; damp. <br /> BORING TERMINATED AT 34 FEET. <br /> 35 <br /> 40 <br /> RFALAMS <br /> Boring drilled with 6-inch-diameter solid flight augers. Boring converted to a 0.6-inch-ID PVC Tri-level Gas <br /> EM40Probe. Logged from drill cuttings. <br /> E O <br />