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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 /> o �- Moisture Content 1%) <br /> N 2 o Plastic I • I Liquid <br /> o E 3 Limit Limit <br /> a N Material Description c <br /> o `E = o DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> Topsoil/Grass <br /> _ 1 t 7 ! i SM Loose to medium dense,silty-fine to medium grained sand with <br /> !r gravel,dark yellowish brown,moist.(Fill) <br /> — 2 `." ' <br /> ■ i 1,11, -Local debris <br /> ~ � <br /> —3 <br /> .t <br /> —5 ``;: ,e SM—Medium dense to very dense,silty-fine to medium grained sand with <br /> �^b gravel,mottled yellowish brown to grayish brown,moist. (Glacial Till) <br /> ■ : , <br /> —6 iia �i_.1 g.J <br /> —7 4 r :5 . <br /> End of Test Pit 8' <br /> .-9 <br /> — 10 <br /> Cobalt Geosciences,LLC <br /> ''''‘ Proposed Development P.O.Box 82243 <br /> Test Pit Kenmore,WA 98028 <br /> arik.._":04 C O B A.�„'T' Rockefeller Avenue s (206)331-1097 <br /> G E o S C I E N C E S Everett, Washington g www.cobaltgeo.com <br /> cobaltgeo0gmail.com <br />