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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 5 OF 7 <br />SURFACE ELEV. 242±1' <br />IOU GP. oo SANDY GRAVEL, CLAYEY: continued. <br />0 0 0 <br />0 0 <br />00 <br />165 000 <br />SC- .• CLAYEY SAND to GRAVELLY SAND; dark yel- <br />SW lowish brown (10YR, 4/4); 15% silt <br />and clay; 30% gravel; fine to coarse; <br />moist. <br />170 <br />175 SW- SAND, CLAYEY; dark yellowish brown <br />SC (10YR, 4/4); 10% silt and clay; 5% <br />gravel; fine to coarse; rounded to <br />subrounded; moist. <br />180 <br />SC/ ,'.a CLAYEY SAND AND CLAYEY GRAVEL, INTER - <br />GC BEDDED; dark yellowish brown (10YR, <br />185 '•":o:: 4/4); 15% silt and clay; subequal <br />�•:,�: percentages of sand and gravel; <br />.• �® medium to coarse gravel (1/4-1"); <br />o. sandstone, quartz and chert; moist. <br />1 <br />1 <br />REMARKS <br />E <br />PLATE A-6 <br />POCKET <br />PENETRA- <br />U <br />LITHO- <br />TORVANE <br />PENETRO- <br />TION z - '_n, <br />z <br />H <br />GRAPHIC <br />DESCRIPTION <br />METER <br />MLU W <br />(Blow$ < W <br />/ <br />x <br />d <br />a <br />COLUMN <br />(TSF) <br />(TSF) <br />Ft.) 0 3 J <br />W <br />y <br />IOU GP. oo SANDY GRAVEL, CLAYEY: continued. <br />0 0 0 <br />0 0 <br />00 <br />165 000 <br />SC- .• CLAYEY SAND to GRAVELLY SAND; dark yel- <br />SW lowish brown (10YR, 4/4); 15% silt <br />and clay; 30% gravel; fine to coarse; <br />moist. <br />170 <br />175 SW- SAND, CLAYEY; dark yellowish brown <br />SC (10YR, 4/4); 10% silt and clay; 5% <br />gravel; fine to coarse; rounded to <br />subrounded; moist. <br />180 <br />SC/ ,'.a CLAYEY SAND AND CLAYEY GRAVEL, INTER - <br />GC BEDDED; dark yellowish brown (10YR, <br />185 '•":o:: 4/4); 15% silt and clay; subequal <br />�•:,�: percentages of sand and gravel; <br />.• �® medium to coarse gravel (1/4-1"); <br />o. sandstone, quartz and chert; moist. <br />1 <br />1 <br />REMARKS <br />E <br />PLATE A-6 <br />