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Ask Aft <br /> LOG-OF EXPLORATORY BMW <br /> PROJECT NUMBER 939-01.09 BORING NO. GW-3 <br /> PROJECT NAME Harney Lane Landfill PAGE 1 OF 3 <br /> BY L. Gallagher DATE 10/10/91 SURFACE ELEV. ft. <br /> W LITHO- WELL <br /> J <br /> W a GRAPHIC DESCRIPTION DETAIL <br /> O <br /> W <br /> W Wim- ¢ COLLINN <br /> �j <br /> FUL <br /> J to <br /> L <br /> CLAYEY SAND (SC), yellowish brown (1 OYR, <br /> 5/8); 70-80% very fine to medium sand; trace <br /> gravel, subangular to subrounded; 20-30% low- <br /> to moderate-plasticity fines; damp. <br /> 5 <br /> dark brown (IOYR, 3/3). <br /> 10 <br /> SANDY SII.T (ML), brown (IOYR, 5/3); 10-15% <br /> fine to coarse sand, subangular to subrounded; <br /> 15 85-90% non- to low-plasticity fines; damp. <br /> 20 <br /> RFJAARxs <br /> Boring drilled with 6-inch-diameter solid flight augers. Boring converted to a 0.5-inch-ID PVC Tri-level Gas <br /> Probe. Logged from drill cuttings. <br /> EM ®N <br />