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TEST PIT LOG <br /> Test Pit No. TP-3 <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: 187 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 /> 187 0 <br /> SM Loose, light brown, dry, silty SAND with trace gravel, rootlets, <br /> sod (Topsoil) <br /> TP3-I <br /> 1 d SM Loose to medium dense, light to dark brown, gray, moist, silty to <br /> very silty SAND, trace gravel, non-sorted (Fill) <br /> 185 2 TP3-I d <br /> 2 SM Medium dense, dark brown, moist, very silty SAND, rootlets, <br /> 3 or anics Relict Topsoil) <br /> SM Medium dense, weathered tan, moist, slightly silty to silty SAND <br /> TP3-I d (Transitional Beds) <br /> 183 4 3 <br /> 5 TP3-I d SM Medium dense, orangish brown, moist, gravelly, silty SAND <br /> 4 (Transitional Beds) <br /> 181 6 <br /> 7 <br /> ML Medium dense, mottled gray/tan, moist, sandy SILT, rootlets <br /> 179 s (Transitional Beds) <br /> TP3-I d <br /> g 5 <br /> Reference Notes: <br /> 1.Stratigraphic contacts are based on field interpretations and are approximate. Test Pit TP-3 was terminated at 9.8 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 /> 7 <br /> GeoTest Services, Inc. <br />