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LOG OF EXPLORATORY <br />PROJECT NUMBER 939-03.12 <br />PROJECT NAME Corral Hollow Sanitary Landfill <br />BY CMF DATE 10/29/87 <br />BORING <br />BORING NO. MW -1 <br />PAGE 2 OF 7 <br />SURFACE ELEV. 242±1' <br />4 <br />MMVZ' <br />K @50': decreasing moisture content. <br />GP <br />POCKET <br />PENETRA— <br />Sand: trace silt and clay; 5% grav- <br />U. <br />® el; medium to coarse; subrounded; <br />LITHO— <br />TORVANE <br />PENETRO— <br />TIONZ <br />Z U, _j <br />0.25" to 1.0"; hard; quartzite, <br />_j <br />GRAPHIC DESCRIPTION <br />METER <br />(Blows/ <br />0 <br />I <br />(TSF) <br />(TSF) <br />Ft.) <br />W. 3l:COLUMN <br />_j <br />W <br />0 <br />< <br />- <br />56 <br />0 <br />A <br />I <br />CL— r A SANDY CLAY to SANDY SILT: continued. <br />// <br />1511/ <br />ML <br />4 <br />MMVZ' <br />K @50': decreasing moisture content. <br />GP <br />00 dark yellowish brown (10YR, 4/4); <br />55— <br />Sand: trace silt and clay; 5% grav- <br />® el; medium to coarse; subrounded; <br />CL <br />dry. <br />Gravel: 45% sand; medium to coarse; <br />0.25" to 1.0"; hard; quartzite, <br />60 <br />sandstone and shale; dry. <br />CLAY; brown (10YR, 5/3); damp to moist. <br />SC <br />CLAYEY SAND; dark yellowish brown (10YR, <br />4/4); 15% clay and silt; 3% gravel; <br />fine to coarse; moderately dense; <br />moist. <br />@67-70': fine to medium; decreasing <br />moisture. <br />70 G CLAYEY GRAVEL; dark yellowish brown <br />(10YR, 4/4); 15% clay and silt; 40% <br />sand; medium to coarse; 1/4" to 1"; <br />SC subangular to subrounded; dry to <br />75 damp. <br />GC CLAYEY SAND; dark yellowish brown (10YR, <br />SC 4/4); 20% silt and clay; fine; mod- <br />erately dense; dry. <br />LAYEY GRAVEL; as above. <br />CLAYEY 80- 1 SAND; as above. <br />PLATE A- 3 <br />