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L <br />C <br />it <br />C <br />n <br />C <br />C <br />n <br />r <br />C! <br />C <br />11 <br />[1 <br />EXPLORATORYLOG OF <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 7 OF 7 <br />SURFACE ELEV. 242±1' <br />POCKET <br />PENETRA- <br />•.• b:. CLAYEY SAND AND CLAYEY GRAVEL, INTER - <br />LITHO- <br />TORVANE <br />PENETRO- <br />TIONz o: � <br />z <br />h <br />GRAPHIC DESCRIPTION <br />METER <br />(Blows/ <br />a <br />COLUMN <br />(TSF) <br />(TSF) <br />C 3J <br />Ft.) V <br />W <br />< <br />h <br />:F6/25/87 <br />c <br />4u SC/ <br />•.• b:. CLAYEY SAND AND CLAYEY GRAVEL, INTER - <br />GC <br />BEDDED: continued. <br />o <br />245 <br />' :o <br />@246': gravel to 1.5"; clayey. <br />X <br />:F6/25/87 <br />250 <br />' aQ <br />0/22/R5 <br />:•; @256': color change to light yel- <br />lowish brown (IOYR, 6/4). <br />bo, <br />260 <br />GP - <br />265 GC <br />O°GRAVELLY SAND, yellowish brown (10YR, <br />0® <br />5/4); 5% silt and clay; 40% fine <br />0 0� to coarse gravel, 1/4" to 1-1/2"; <br />0 o 0 poorly graded; rounded; loose to <br />270 <br />O0 moderately dense; gravels include <br />25/ <br />0 0' crystallized sandstone, jasperoidal <br />18" <br />°000 chert, quartz, and serpentinite; wet. <br />00 <br />0 0' <br />0 0 0 <br />275 <br />0 0 ` <br />BOTTOM OF BOREHOLE AT 275.30 FEET. <br />80 <br />REMARKS <br />PLATE A-8 <br />