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� <br /> i <br /> 1 LOG OF EXPLORATION <br /> P USC SOIL DESCRIPTION <br /> 1 DE TH <br /> ' �sr vir e <br /> 0.0•<.0 SM GRAY AND BROWN MU(ED SILN SAND WITH SCATTERED LOGS <br /> � . • (MEDIUM DENSE,MOIS�- F( �lLl <br /> <.0-7.0 SM BLUE-GRAY SILTY SAND WITH POORLY SORTED SAND (DENSE,WEn- <br /> Ff ILLI <br /> � 7.0•f0.0 OL BLACK ORGANIC SILT WITH LOGS, ORGANICS, ETC. (LOOSE, WET) - <br /> FI ILLI <br /> ' 10.0•12.0 SMIML GRAY-BROWN,SILN FINE SAND AND SANDY SILT(DENSE,DAMP) <br /> GROUND WATER SEEPAGE WAS ENCOUNTERED AT 4.0 TO 10.0 FEET <br /> TEST PIT WAS COMPLETED AT 12.0 FEET ON&17193 <br /> , TEST PIT F <br /> 0.0-3.5 SM GRAY AND BROWN MIXED SILN SAND WITH SCATTERED LOGS <br /> (MEDIUM DENSE,MOIST)- F( ILLI <br /> , 3.5-7.0 SM BLUE-^vRAY SILTY SAND WITH POORLY SORTED SAND (DENSE,WET)- <br /> Ff ILLI <br /> � 7.0-10.0+ OWML BLACK ORGANIC SIIT WITH LOGS AND ORGANICS,ETC.(IOOSE,WET)- <br /> FII LL 1 <br /> GROUNO WATER SEEPAGE WAS ENCOUNTEREO FROM 4.0 TO 9.0 FEET <br /> � GROUND WATER LEVEL WAS ENCOUNTERED AT 9.0 FEET <br /> TEST PIT WAS COMPLETED AT 10.0 FEET ON 8/77193 <br /> TEST PR G <br /> � 0.0-20 SM GRAY AND�BROWN MIXED SILN SAND WITH ORGANICS (MEDIUM <br /> DENSE,MOISn- FI ILL) <br /> � 2.0-5.0 SMIML GRAY•BROWN SILTY FINE SAND AND SANDY SILT; POORLY SORTED <br /> SAND(LOOSE TO MEDIUM OENSE,MOISn <br /> 5.0-8.0 SMIML GRAY,SILTY FINE SAND AND SANDY SILT(STIFF,DAMP) <br /> � GROUND WATER WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT 8.0 FEET ON 6/17193 <br /> TEST PR H <br /> � 0.0-5.5 SM GRAY AND BROWN MIXED SILTY SANO WITH SCATTERED LOGS <br /> (MEDIUM DENSE,MOIST)- FILL <br /> � 5.5-7.5 OL BLACK ORGANIC SILT WRH LOGS AND ORGANICS,ETC.(LOOSE,WET)- � <br /> FI ILL) <br /> 7.5-9.0 SMIML BLUE-GRAY SILTY FINE SAND AND SANDY SILT(MEDIUM DENSE,WET) <br /> � 9.0-11.0 SNUML GRAY•BROWN,SILTY FINE SAND AND SANDY SILT(VERY STIFF,DAMP) <br /> � GROUND WATER SEEPAGE WAS ENCOUNTERED AT 5.5 TO 9.0 FEET <br /> � TEST PIT WAS COMPLETED AT 11.0 PEET ON&17/93 <br /> NELSON-COWRETTE&ASSOCIATES, INC. <br /> FILE NO. 112493 <br /> FIGURE 9 <br />