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TEST PIT LOG <br /> Test Pit No. TP-1 <br /> rO3E S T PROJECT: Tucker Short Plat PROJECT NO.: 21-0375 <br /> GLOCATION: 3617 Upland Avenue, Everett,WA DATE: 3/18/2021 <br /> EXPLORATION METHOD: Tracked Excavator ELEVATION: 188 ft <br /> CONTRACTOR/DRILLER: Kaiser Earthworks, LLC LOGGED BY: TAC/SEM <br /> DEPTH TO WATER TABLE: NA PERCHED WATER: NA CAVING _C_ 2.4 <br /> ELEVATION/ SOIL SAMPLE AND TEST DATA <br /> SOIL PROFILE DESCRIPTION <br /> DEPTH SAMPLE&TEST DATA USCS SYMBOL <br /> 188 o ML Loose, brown, moist, slightly gravelly sandy SILT, organics, sod <br /> TP1-I d GT SM (Topsoil) <br /> 1 Loose to medium dense, brown to mottled gray/blue, moist, <br /> 1 slightly gravelly, very silty SAND, non-sorted (Fill) <br /> TP1-I d W= 14.3 <br /> 2 GS Moderate caving @ 2.4' BGS <br /> 186 2 <br /> Transitions to silty @ 5.0' BGS <br /> TP1-I d W= 17.3 <br /> 3 3 GS <br /> 184 4 <br /> 5 TP1-I d W= 17.7 <br /> 4 GS <br /> 182 6 <br /> 7 TP1-I d W GS 7 SM Medium dense, brown to mottled gray/blue, moist, slightly <br /> 5 gravelly, silty SAND, non-sorted, massive structure (Transitional <br /> 180 8 Beds/Possible Fill?) <br /> 9 SM Medium dense, mottled tan, moist to wet, silty SAND, trace <br /> gravel, trace organics (Transitional Beds) <br /> 178 10 <br /> TP1-I d <br /> 6 <br /> Reference Notes: <br /> 1.Stratigraphic contacts are based on field interpretations and are approximate. Test Pit TP-� was terminated at �.Q 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 3/18/2021 Figure: <br /> Notes: Elevations are approximate and based off of contours shown on Site and Exploration Plan (Figure 2). <br /> 5 <br /> GeoTest Services, Inc. <br />