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TP-3 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> E a. E o Excavation Method. Tracked Excavator <br /> $ z� .° " E <br /> �, Z �, u >. Ground Elevation(ft): 160 <br /> �°' M. o a <br /> Q N N ? Excavated By: Client/RZM <br /> —0 SM Loose,damp,dark brown,slightly gravelly, _ <br /> silty SAND,numerous organics and rootlets Groundwater not encountered. <br /> - TP3-1= d W=38 _ (Topsoil/possible fill) - - <br /> - GS r CH Stiff to very stiff,damp to moist,light <br /> —2 brown with some scattered orange - <br /> - mottling,very sandy,SILT and CLAY,blocky <br /> ` TP3-2= d structure,top 0.5 ft slightly weathered - <br /> - (Fraser Transitional Beds) - <br /> -4 — <br /> - TP3-3= d - <br /> - TP3-4= d AL 0 CH Hard,moist,greyish blue,sandy SILT and <br /> 6 CLAY,blocky structure(Fraser Transitional — <br /> Beds) - <br /> —- 8 Test Pit Completed 03/17/20 _ <br /> Total Depth of Test Pit=7.0 ft. <br /> —10 — <br /> Notes: 1. Stratigraphic contacts are based on field interpretations and are approximate. <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 explanation of graphics and symbols. <br /> CeAllyT Kikuchi Retaining Wall Figure <br /> 815 34th Street Log of Test Pits 6 <br /> Everett,Washington 98201 <br />