Laserfiche WebLink
LOG OF EXPLORATORY BORING <br /> PROJECT NUMBER 939-01.09 BORING NO. GW-3 <br /> PROJECT NAME Harney Lane Landfill PAGE I OF 3 <br /> BY L. Gallagher DATE 10/10/91 SURFACE ELEV. ft. <br /> LITHo- yF <br /> -J GRAPHIC DESCRIPTION pE- <br /> Q COLUMN <br /> N <br /> FILL <br /> CLAYEY SAND (SC), yellowish brown (10YR, <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 /> @6': dark brown (10YR, 3/3). <br /> 10 <br /> SANDY SELT (ML), brown (1 OYR, 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 /> REMARKS <br /> Boring drilled with 6-inch-diameter solid Slight augers. Boring converted to a 0.5-inch-M PVC Tri-level Gas <br /> Probe. Logged from drill cuttings. <br /> E <br />