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r � <br /> � LOG OF EXPLORATION <br /> I <br /> DEPTH(FEEn USC SOIL DESCRIPTION <br /> TEST PIT ONE . <br /> 0.0-0.8 TOPSOtL <br /> 0.8-1.5 SM BRdWN &LTY FlNE TO COARSE S1WD WfTH f3RAVEL (A,EpIUM pE11$E, WEn <br /> (YYEATlIERED TILL) <br /> I 7•5-1.0 SM GRAY SILTY FINE TO COARSE SAND WITH GRAVEL (MEDIUM DENSE TO DENSE, <br /> MOIST TO WET)(nu) <br /> SAMPLE WAS COLLECTED AT�.0 FEET <br /> I SLIOHT(iROUND WATER SEEPAOE WAS ENCOUNTERED AT 3.8 FEET <br /> TEST P�T CAVINGI WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT�.0 FEET ON?!!/02 <br /> TE9T P�T NVO <br /> 0.0-12 TOPSOIL <br /> 1.2-2.8 SM BROWN SILTY FINE TO COARSE SAND W�TM f3pqVEL (MEDIUM DENSE, MOISn <br /> � - (YYEATHERED TILL) <br /> 2.8-42 SM GRAY SILTY FINE TO COARSE SAND WITH 6RAVEL (MED�UM DENSE TO DENSE, <br /> Moisn rnu� <br /> SAMPLE VNAS COLLECTED AT 4.0 FEET � <br /> OROUND WATER SEEPAGE WAS NOT ENCOUNTERED � <br /> " TEST PIT CAVIN(i WAS NOT ENCOUNTERED <br /> TEST PIT WqS COMPLETED AT 4.2 FEET ON 4/7/02 <br /> �_ TESTPITTHREE <br /> 0.0-C..5 • TOPSOIL <br />.��. � 0.5-2.0 SM BROWN SILTY FINE TO COARSE SAND WITF1 pRAVEL (MEDIUM DENSE, WE� <br /> (YVEATHERED TILL) <br />� 2.0-4.2 SM ORAY SILTY FINE TO COARSE SAND WRH ORAVEL (MEDIUM DENSE TO DENSE, <br /> L �eoisn�riu� <br /> SAMPLES VYERE COLLECiED AT 1.8 AND 4.2 FEET � <br /> MODERATE GROUND WATER SEEPAf3E WAS ENCOUNTERED AT 2.0 FEET <br /> TEST PIT CAVINO WAS NOT ENCOUNTERED <br /> ' TEST PIT WAS COMPLE7ED AT 42 FEET ON 2/7102 <br />_� TEST PIT FOUR <br /> i � I 0.0-0.8 TOPSOIL , <br /> 0.8-1.9 SM 6ROWN SILTY FINE TO COARSE SAND WITH GRAVEL(LOOSE TO MEDIUM DENSE, '� <br /> MOISn(1NEATHERED TILL) ��. <br /> � 1.9-6.5 SM GRAY SILTY FINE TO COARSE SAND WITH CaRAVEL (MEOIUM DENSE TO DENSE, ' <br /> � Moisn�nu� <br />� SAMPLE WAS COLLECTED AT 6.5 FF.ET <br /> i SUGHT TO MODERATE GROUND WATER SEEPAGE WAS ENCWNTERED AT 1.9 <br /> FEET <br /> TEST PIT CAVING WAS NOT ENCOUNTERED <br /> TEST PIT WAS COMPLETED AT 8.5 FEET ON Y7/02 <br /> I <br /> I <br /> I TRC NELSON GEOTECHNICAL ASSOCIATES,INC. <br /> Fi�No�seoz �� <br /> FIGURE 4 <br />