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TP-5 <br /> SAMPLE DATA SOIL PROFILE GROUNDWATER <br /> m s o Tracked Excavator <br /> E o T E Excavation Method: <br /> z ~ to >. <br /> co Ground Elevation(ft): 143 <br /> m <br /> co Excavated By: Evergreen Topsoil <br /> I w O cc)06 U) H 0 <br /> 0_ —0 SM Loose,dark brown with organics,moist,silty <br /> o W=12 SM \SAND,fine-grained(TOPSOIL) /— <br /> co 1 d GS Groundwater not encountered. - <br /> o_ Loose to medium-dense,orange/brown,moist, _ <br /> silty SAND,mottled,fine-grained(Weathered <br /> — <br /> 2 Till) _ <br /> O -@1.5'becomes gray,gravelly,dense(Till) <br /> _ <br /> 0 <br /> L1-1 —4 <br /> o_ -@5'becomes very dense;refusal _ <br /> F- <br /> z <br /> F Test Pit Completed 11/18/16 <br /> w—6 Total Depth of Test Pit=5.0 ft. <br /> -w <br /> >—8 — <br /> I <br /> o_ <br /> M <br /> Co <br /> 0 <br /> O <br /> a. <br /> cc <br /> C.) <br /> 0 O <br /> C7 <br /> 8 <br /> co <br /> K <br /> Co_ <br /> Iz <br /> CO <br /> z <br /> 0 <br /> 0 <br /> C <br /> J <br /> I0U- <br /> Co <br /> C <br /> 0 <br /> N <br /> co <br /> H <br /> 0 <br /> W <br /> 0 <br /> a <br /> 0 <br /> 0 <br /> I 0oo <br /> 0 <br /> 0 <br /> co <br /> H <br /> 0 <br /> W <br /> 0 <br /> U- <br /> a <br /> C <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 /> 0 3. Refer to"Soil Classification System and Key"figure for explanation of graphics and symbols. <br /> Proposed Building Figure <br /> C7eOTe5TDevelopment Log of Test Pits <br /> 3313 Oakes Avenue 7 <br /> Everett, WA (3 of 3) <br />