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LOG OF EXPLORATION <br /> DEPTH USC SOIL DESCRIPTION <br /> TEST PIT ONE <br /> 0.0-1.0 SM Dark brown silty fine sand with organics(Topsoil) <br /> 1.0-3.0 SM Brownish-gray silty fine sand with gravel(medium dense,moist)(Highly Weathered <br /> Glacial Till)MC=14.7% <br /> 3.0-6.0 SM Gray silty fine sand with gravel and mottling(dense,moist)(Glacial Till)MC=16.6% <br /> at 4 ft, MC=12.0%at6ft <br /> Samples were collected at 2.0,4.0 and 6.0 feet <br /> Groundwater seepage was not observed <br /> Test pit caving was not observed <br /> Test pit completed at 6,0 feet on 3/11/2016 <br /> TEST PIT TWO <br /> 0.0-0.25 SM Dark brown silty fine sand with organics(Topsoil) <br /> 0.25-3.0 SM Reddish-brown silty fine sand with gravel(medium dense,moist)(Highly Weathered <br /> Glacial Till) MC=18.2% <br /> 3.0-5.0 SM Gray silty fine sand with gravel trace mottling(very dense,moist)(Glacial Till) <br /> MC=6.8%at 3.5ft, MC=7.4% at 5.0 ft <br /> Samples were collected at 0.5,3.5 and 5.0 feet <br /> Slight groundwater seepage was observed at 3.0 feet <br /> Test pit caving was not observed <br /> Test pit completed at 5.0 feet on 3/11/2016 <br /> TEST PIT THREE <br /> 0.0-0.5 SM Dark brown silty fine sand with organics(Topsoil) <br /> 0.5-3.5 SM Reddish-brown silty fine sand with gravel(medium dense, moist)(Highly Weathered <br /> Glacial Till) MC=17.8% <br /> 3.5-6.5 SM Gray silty fine sand with gravel trace cobbles(very dense, moist)(Glacial Till) <br /> MC=9.3%at 4.5 ft, MC=10.5%at 6.5 ft <br /> Samples were collected at 2.0,4.5 and 6.5 feet <br /> Slight groundwater seepage was observed at 3.5 feet <br /> Test pit caving was not observed <br /> Test pit completed at 6.5 feet on 3/11/2016 <br /> ROBINSON NOBLE, INC. <br /> FILE NO 3109-001A <br /> FIGURE 4 <br />