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t <br /> LOG OF EXPLORATION <br /> DEPTH(FEET) USC SOIL DESCRIPTION <br /> TEST PIT FIVE <br /> 0.0-0.5 BROWN,SILTY FINE TO MEDIUM SAND(LOOSE,MOIST)(TOPSOIL) <br /> 0.5-3.5 SM ORANGE-BROWN,SILTY FINE TO MEDIUM SAND WITH ROOTS <br /> (LOOSE TO MEDIUM DENSE,MOIST) <br /> 3.5-8.8 SM GRAY,SILTY FINE TO COARSE SAND WITH GRAVEL AND TRACE COBBLES <br /> (VERY DENSE,MOIST) <br /> SAMPLE WAS COLLECTED AT 8.5 FEET <br /> GROUNDWATER SEEPAGE WAS ENCOUNTERED AT 3.5 FEET <br /> TEST PIT CAVING WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT 8.8 FEET ON 10/29/14 <br /> TEST PIT SIX <br /> 0.0-0.7 BROWN,SILTY FINE TO MEDIUM SAND(LOOSE,MOIST)(TOPSOIL) <br /> 0.7-3.0 SM ORANGE-BROWN,SILTY FINE TO MEDIUM SAND WITH ROOTS <br /> (LOOSE TO MEDIUM DENSE,MOIST) <br /> 3.0-9.7 SM GRAY,SILTY FINE TO COARSE SAND WITH GRAVEL AND TRACE COBBLES <br /> (VERY DENSE,MOIST) <br /> SAMPLE WAS COLLECTED AT 8.2 FEET <br /> MINOR TO MODERATE GROUNDWATER SEEPAGE WAS ENCOUNTERED FROM <br /> 3.0 TO 9.0 FEET <br /> TEST PIT CAVING WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT 9.7 FEET ON 10/29/14 <br /> BD:DPN NELSON GEOTECHNICAL ASSOCIATES, INC. <br /> FILE NO 907214 <br /> FIGURE 5 <br />