ARCHIVED REPORTS_1988_1 - Laserfiche WebLink

Home Browse Search

LOG OF EXPLORATORY BORING 1 PROJECT NUMBER 939-03.12 BORING NO. MW -1 PROJECT NAME Corral Hollow Sanitary Landfill PAGE 5 OF 7 BY CMF DATE 10/29/87 SURFACE ELEV. 242±1' 1 POCKET PENETRA-LITH 1 O- 1 TORVANE PENETRO- TION Z J Z GRAPHIC DESCRIPTION METER (Blows/ eW- > < W a n COLUMN (TSF) (TSF) Ft.) v ', ® a GPor® SANDY GRAVEL, CLAYEY: continued. 00 0 0 0 0 0 ® 0 00 Doo 65 SC- CLAYEY SAND to GRAVELLY SAND; dark yel- SW lowish brown (10YR, 4/4); 15% silt and clay; 30% gravel; fine to coarse; moist. 70 _ 75 SW_ ;� SAND, CLAYEY; dark yellowish brown SC (10YR, 4/4); 10% silt and clay; 5% gravel; fine to coarse; rounded to subrounded; moist. 80 SC/ CLAYEY SAND AND CLAYEY GRAVEL, INTER - GC BEDDED; dark yellowish brown (10YR, 85 4/4); 15% silt and clay; subequal percentages of sand and gravel; •.• medium to coarse gravel (1/4-1"); sandstone, quartz and chert; moist. PLATE A-6 1 1 1 1 1 1 1 GPor® SANDY GRAVEL, CLAYEY: continued. 00 0 0 0 0 0 ® 0 00 Doo 65 SC- CLAYEY SAND to GRAVELLY SAND; dark yel- SW lowish brown (10YR, 4/4); 15% silt and clay; 30% gravel; fine to coarse; moist. 70 _ 75 SW_ ;� SAND, CLAYEY; dark yellowish brown SC (10YR, 4/4); 10% silt and clay; 5% gravel; fine to coarse; rounded to subrounded; moist. 80 SC/ CLAYEY SAND AND CLAYEY GRAVEL, INTER - GC BEDDED; dark yellowish brown (10YR, 85 4/4); 15% silt and clay; subequal percentages of sand and gravel; •.• medium to coarse gravel (1/4-1"); sandstone, quartz and chert; moist. PLATE A-6