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LOG OF EXPLORATORY BOKING <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 /> caW LITHO- WELL <br /> W J GRAPHIC DESCRYPTION DETAIL <br /> ¢ COLUMN <br /> J � <br /> SAND <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 suro ed; 75-8096 moderate-plasticity <br /> fines; damp. <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 171UYUNATED, AT 34 FEET. <br /> 35 _ <br /> 40 <br /> PWAARKS <br /> Boring drilled with 6-inch-diameter solid flight augers. Boring converted to a O.b-inch-M FVC Tri-level Gas <br /> Probe. Logged from drill cuttings. <br /> LEOMON <br />