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TEST PIT LOG <br /> Gig!IFT <br /> Test Pit No. TP-3 <br /> PROJECT: Fullwiler Short Plat PROJECT NO.: 21-0845 <br /> LOCATION: Everett,WA DATE: 9/9/21 <br /> EXPLORATION METHOD: Excavator ELEVATION: 204' <br /> CONTRACTOR/DRILLER: Meece LOGGED BY: D.Trudeau <br /> DEPTH TO WATER TABLE: -V PERCHED WATER: -T CAVING <br /> ELEVATION/ SOIL SAMPLE AND TEST DATA <br /> DEPTH SAMPLE&TEST DATA USCS SYMBOL SOIL PROFILE DESCRIPTION <br /> 204 0- J ' Soft. Brown-gray. Moist. Sandy SILT few organics(FILL) <br /> 202 2 <br /> Soft. Brown-gray. Moist. Sandy SILT few organics. Cement <br /> 12 C� debris(Relict topsoil/FILL) <br /> 3 X ML Medium stiff. Brown-Gray. Moist. Very Sandy SILT trace gravel. <br /> (Fraser to Pre Fraser Transitional Beds) <br /> 200 4 13 GT <br /> _. 5 14 W=20.5 ML <br /> GS <br /> 198-6 <br /> -7 <br /> 196 8 15 <br /> _- 9 <br /> 194 10 <br /> -- 11 <br /> 16 W= 16.8 ML Stiff. Gray. Moist. Sandy Silt trace gravel. (Fraser to Pre Fraser <br /> 192 12 GS ML Transitional Beds) <br /> Reference Notes: <br /> 1.Stratigraphic contacts are based on field interpretations and are approximate. Test Pit TP-3 was terminated at 12.0 ft <br /> 2.Reference to the text of this report Is necessary for a proper understanding of subsurface conditions. <br /> 3.Refer to"Soil Classification System and Key figure for an explanation of the graphics/symbols used. below site grades on 9/9/21 Figure: <br /> Notes: <br /> 7 <br /> GeoTest Services, Inc. <br />