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. <br /> TEST PIT LOG <br /> GegpT <br /> Test Pit No. TP-2 <br /> PROJECT: Fullwiler Short Plat PROJECT NO.: 21-0845 <br /> LOCATION: Everett,WA DATE: 9/9/21 <br /> EXPLORATION METHOD: Excavator ELEVATION: 220' <br /> CONTRACTOR/DRILLER: Meece LOGGED BY: D.Trudeau <br /> DEPTH TO WATER TABLE: -V PERCHED WATER: CAVING C <br /> ELEVATION/ SOIL SAMPLE AND TEST DATA SOIL PROFILE DESCRIPTION <br /> DEPTH SAMPLE&TEST DATA USCS SYMBOL <br /> 220-T-0 u <br /> 6 GT ✓v v J ML Soft. Brown. Moist. Sandy SILT few organics(Topsoil) <br /> ML Medium stiff. Brown. Moist. Sandy SILT. (Fraser to Pre Fraser <br /> 1 7 Transitional Beds <br /> 218-2 <br /> =3 8 W=35.0 ML <br /> - GS <br /> 216 ,-a ML Stiff. Gray. Moist. Sandy Silt. (Fraser to Pre Fraser Transitional <br /> Beds) <br /> -r 9 <br /> 214 6 <br /> :7 10 <br /> 212 8 <br /> _9 <br /> 210 10 <br /> 11 W=31.4 ML <br /> GS <br /> Reference Notes: <br /> 1.Stratlgraphic contacts are based on field Interpretations and are approximate. Test Pit TP-2 was terminated at 10.0 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 /> 6 <br /> GeoTest Services, Inc. <br />