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LOG OF EXPLORATION <br /> DEPTH USC SOIL DESCRIPTION <br /> TEST MT FOUR <br /> 0.0-0.25 SM Dark brown silty fine sand with organics(Topsoil) <br /> 0.25-3.5 SM Reddish-brown silty fine sand with gravel(medium dense,moist)(Highly Weathered <br /> Glacial Till)MC=21.5% <br /> 3.5-5.5 SM Gray silty fine sand with gravel trace mottling(very dense,moist)(Glacial Till) <br /> MC=12.1%at 3.5 ft,MC=10.2%at 5.5 ft <br /> Samples were collected at 1.0,3.5 and 5.5 feet <br /> Slight groundwater seepage was observed at 3.5 feet <br /> Test pit caving was not observed <br /> Test pit completed at 5.5 feet on 3/11/2016 <br /> TEST PIT FIVE <br /> 0.0-1.0 SM Dark brown silty fine sand with organics(loose,moist)(Topsoil) MC=25.2% <br /> 1.0-3.5 SM Reddish-brown silty fine sand with gravel(medium dense, moist)(Highly Weathered <br /> Glacial Till) MC=23.0% <br /> 3.5-6.0 SM Gray silty fine sand with gravel(very dense,moist)(Glacial Till) MC=8.4%at 4,0 ft, <br /> MC=8.8%at 6.0 ft <br /> Samples were collected at 1.0,3.0,4.0 and 6.0 feet <br /> Slight groundwater seepage was observed at 3.5 feet <br /> Test pit caving was not observed <br /> Test pit completed at 6.0 feet on 3/11/2016 <br /> ROBINSON NOBLE, INC. <br /> FILE NO 3109-001A <br /> FIGURE 5 <br />