3617 UPLAND AVE Geotech Report 2025-03-28

TEST PIT LOG Test Pit No. TP-2 rO3E S T PROJECT: Tucker Short Plat PROJECT NO.: 21-0375 GLOCATION: 3617 Upland Avenue, Everett,WA DATE: 3/18/21 EXPLORATION METHOD: Tracked Excavator ELEVATION: 175 ft CONTRACTOR/DRILLER: Kaiser Earthworks LLC LOGGED BY: TAC/SEM DEPTH TO WATER TABLE: NA PERCHED WATER: 3.0 CAVING f- NA ELEVATION/ SOIL SAMPLE AND TEST DATA SOIL PROFILE DESCRIPTION DEPTH SAMPLE&TEST DATA USCS SYMBOL 175 0 SM Loose, dark brown, moist, slightly gravely, silty SAND, organics, TP2-I d SM sod (Topsoil) 1 Loose, tan, moist, silty SAND, trace gravel, non-sorted (Fill) TP2-I d 173 2 2 TP2-I d GT SM Loose, dark brown, moist, silty SAND, organics, rootlets (Relict 3 SM To soil 3 Medium dense, mottled brown to tan, moist, very silty SAND, TP2-I d W GS 5 trace gravel (Transitional Beds) 4 SM Sli ht seepage and large root @ 3.0' BGS 171 4 Dense, mottled gray, damp, very silty SAND, trace gravel, massive (Transitional Beds) 5 TP2-I d GT 5 169 6 PP =4.5 7 SM Medium dense, dark gray blue, wet, silty SAND, trace gravel, fine 167 s TP2-I d W GS 0 grained (Transitional Beds) 6 9 165 10 Reference Notes: 1.Stratigraphic contacts are based on field interpretations and are approximate. Test Pit TP-2 was terminated at �.Q ft 2.Reference to the text of this report is necessary for a proper understanding of subsurface conditions. 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: Notes: Elevations are approximate and based off of contours shown on Site and Exploration Plan (Figure 2). 6 GeoTest Services, Inc.