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TEST PIT LOG <br /> Test Pit No. TP-4 <br /> rO3E S T PROJECT: Tucker Short Plat PROJECT NO.: 21-0375 <br /> GLOCATION: 3617 Upland Avenue, Everett,WA DATE: 3/18/21 <br /> EXPLORATION METHOD: Tracked Excavator ELEVATION: 195 ft <br /> CONTRACTOR/DRILLER: Kaiser Earthworks LLC LOGGED BY: TAC/SEM <br /> DEPTH TO WATER TABLE: NA PERCHED WATER: NA CAVING f- NA <br /> ELEVATION/ SOIL SAMPLE AND TEST DATA <br /> SOIL PROFILE DESCRIPTION <br /> DEPTH SAMPLE&TEST DATA USCS SYMBOL <br /> 195 0 <br /> SM Loose, dark brown, moist, silty SAND, organics, roots, sod <br /> (Topsoil) <br /> 1 <br /> SM Loose to medium dense, weathered tan, moist, slightly <br /> TP4-I d PP = 2.8 gravelly, silty SAND, rootlets (Fill) <br /> 193 2 1 SM Loose to medium dense, weathered tan to gray, moist, silty <br /> SAND (Transitional Beds) <br /> 3 TP4-I d W= 13.7 <br /> 2 GS Transitions to medium dense @ 3' BGS <br /> 191 4 <br /> 5 SM Medium dense to dense, mottled tan to gray, moist very silty <br /> PP = 4.5 g Y, rY <br /> TP4-ISAND, trace gravel, rootlets, massive structure (Transitional <br /> d W= 25.3 Beds) <br /> 189 6 3 GS <br /> 7 <br /> TP4-I d <br /> 187 8 4 <br /> Reference Notes: <br /> 1.Stratigraphic contacts are based on field interpretations and are approximate. Test Pit TP-4 was terminated at 8.0 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 3/18/21 Figure: <br /> Notes: Elevations are approximate and based off of contours shown on Site and Exploration Plan (Figure 2). <br /> 8 <br /> GeoTest Services, Inc. <br />