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00 <br /> - <br /> LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER 939-01.09 BORING NO. GW-9 <br /> PROJECT NAME Harney Lane Landfill PAGE 2 OF 3 <br /> BY L. Gallagher DATE 10/8/91 SURFACE ELEV. ft. <br /> CCD LITHO- VEL <br /> ► -� GRAPHIC DESCRIPTION DETfi <br /> u�J� <C <br /> COLUMN <br /> Ct <br /> • • • GRAVELLY SAND (SW), continued. <br /> • • @22': sandy clay interbedded with seams of <br /> . . light gray (7.5YR, N6/0); moderate- to <br /> . . high-plasticity clay. <br /> 25 <br /> T (ML), brown (10YR, 4/3); 5-10% very fine <br /> to medium sand, subangular to subrounded; <br /> 30 90-95% low-plasticity fines; damp. <br /> &kNDY CLAY (CL), brown (10YR, 5/3), trace <br /> gravel; 20-30% very fine to coarse sand, <br /> subangular to subrounded; 70-80% <br /> 35 moderate-plasticity fines; moderate iron-oxide, <br /> staining; damp. <br /> 40 <br /> RENfARxs <br /> Boring drilled with 6-inch-diameter solid flight augers. Boring converted to a 0.5-inch-ID PVC Tri-lerel Gas <br /> Probe. Logged from drill cuttings. <br /> EM ON <br /> T <br />