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LOG OF EXPLORATORY B KI G <br /> PROJECT NUMBER 939-01.09 BORING NO. GW-5 <br /> PROJECT NAME Harney Lane Landfill PAGE 2 OF 2 <br /> BY L. Gallagher DATE 10/9/91 SURFACE ELEV. ft. <br /> _ LITHO- <br /> �St -I GRAPHIC DESCRIPTION 4ELL <br /> WELL <br /> ¢ COLUMN <br /> SANDY CLAY (CL), continued. <br /> SAND TO SILTY SAND (SP-SM), olive yellow <br /> (2.5Y, 6/8); 3-5% very coarse sand; 82-85% <br /> fine to medium sand, subangular to <br /> 25 subrounded; 10-15% low-plasticity fines; damp. <br /> 5 <br /> 30 <br /> @30': trace pebbles (<5mm-diameter). ° <br /> BORING TER lINATED AT 33 FEET. <br /> 35 <br /> 40 <br /> ' <br /> REMARKS <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 />