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Test Pit TP-5 <br /> Date: December 10,2019 ' Depth:8' Groundwater: None <br /> Contractor: Jim Elevation: Logged By: PH Checked By:SC <br /> ,= m o 6 Moisture Content(%) <br /> a) Jo0 Plastic I • I Liquid <br /> LP_ V Limit Limit <br /> ,. 3 <br /> a a. N Material Description c <br /> o c ? 2 DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> Topsoil/Grass <br /> _ 1 1'.7 t SM Loose to medium dense,silty-fine to medium grained sand with <br /> F . gravel,dark yellowish brown,moist.(Fill) <br /> r <br /> — 2 r' -Local debris <br /> —3l'Ili' , <br /> •;' ': SM Medium dense to very dense,silty-fine to medium grained sand with + <br /> —5 s> gravel,mottled yellowish brown to grayish brown,moist. (Glacial Till) <br /> —7 <br /> 8 ., . •1 i <br /> End of Test Pit 8' <br /> —9 <br /> — 10 <br /> Cobalt Geosciences,LLC <br /> Proposed Development P.O.Box 82243 <br /> �,� NA Test Pit Kenmore,WA 98028 <br /> COBALT Rockefeller Avenue (206)331-1097 <br /> 4 G E o S C I E N C E 5 Logs www.cobaltgeo.com <br /> �..._ Everett, Washington cobaltgeoPgmail.com <br />