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11 r I I C i 0 n n 0 11 0 i i C LOG OF EXPLORATORY BORING PROJECT NUMBER 939-03.12 BORING NO. MW -1 PROJECT NAME Corral Hollow Sanitary Landfill PAGE 3 OF 7 BY CMF DATE 10/29/87 SURFACE ELEV. 242±1' : continued. 85 @85'. gravelly. CL SANDY CLAY; yellowish brown (10YR, 5/6); 35% sand; fine; soft; moist. Sc 35% sand; fine; soft; moist. 9® CLAYEY SAND; yellowish brown (10YR, 5/6); 15-35% silt and clay; fine; loose; dry to damp. — 95 SW POCKET PENETRA- W LITHO- SAND; dark yellowish brown (10YR, 4/4); TORVANE PENETRO- TION z a:J z N W GRAPHIC DESCRIPTION METER a a (®Ft F a COLUMN (TSF) (TSF) )$/ 3 -j Q N brown (10YR, 4/6); 15% silt and clay; 10% gravel; fine to coarse; 1/4" to 105 1/2"; quartzite, chert and sandstone; : continued. 85 @85'. gravelly. CL SANDY CLAY; yellowish brown (10YR, 5/6); 35% sand; fine; soft; moist. Sc 35% sand; fine; soft; moist. 9® CLAYEY SAND; yellowish brown (10YR, 5/6); 15-35% silt and clay; fine; loose; dry to damp. — 95 SW 777777 SAND; dark yellowish brown (10YR, 4/4); 5% silt and clay; trace gravel; fine to coarse; subrounded to subangular; loose; dry. 100 Sc '. CLAYEY SAND, GRAVELLY; dark yellowish brown (10YR, 4/6); 15% silt and clay; 10% gravel; fine to coarse; 1/4" to 105 1/2"; quartzite, chert and sandstone; subangular to subrounded; moderately SW- dense; weakly to moderately Sc weathered; damp to moist. '. GRAVELLY SAND to CLAYEY SAND; dark 110 yellowish brown (10YR, 4/6); 5-15% _ silt and clay; 10-40% gravel; medium SW/ to coarse; moist. GP @106-108': gravelly; dry. O RAVELLY SAND AND SANDY GRAVEL, CLAYEY, 115 o INTERBEDDED; dark yellowish brown o (10YR, 4/6); 5-10% silt and clay; �o subequal percentages sand and gravel; A fine to coarse; 1/4" to 1"; dry to moist. 320 PLATE A-4