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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 /> tts W LITHO- <br /> 5Z -J GRAPHIC DESCRIPTION DE <br /> CL <br /> COLUMN <br /> J N <br /> SAND (SP), continued. <br /> 25 <br /> SANDY CLAY (CL), yellowish brown (10YR., <br /> 5/8); 15-25% fine to very fine sand, subangular <br /> to subro ded; 75-80 moderate-plasticity <br /> fines; damp. <br /> 30 <br /> CLAYEY SAND (SC), yellowish brown (1 OYR, <br /> 518); 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 /> R aLARKS <br /> • Boring drilled with 6-inch-diameter solid flight augers. Boring converted to a 0.5-inch-M PVC Tri-ievel Gas <br /> Probe. Logged from drill cuttings. <br /> EM ON <br />