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Test Pit TP-3 <br /> Date: December 10, 2019 ' Depth:8' Groundwater: None <br /> Contractor: Jim Elevation: Logged By: PH Checked By: SC <br /> .— ci) a Moisture Content(%) <br /> a) Plastic I • I Liquid <br /> IT 0 E 0 Limit 1 Limit <br /> c N Material Description c <br /> o `c o DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> Topsoil/Grass <br /> — 1 , <br /> SM Loose to medium dense,silty-fine to medium grained sand with <br /> e gravel,dark yellowish brown,moist. (Fill) <br /> — 2 { �f' ; -Local debris <br /> f■ d <br /> , l <br /> —3 `. <br /> rw ' <br /> 1 SM Medium dense to very dense,silty-fine to medium grained sand with <br /> —5 gravel,mottled yellowish brown to grayish brown,moist.(Glacial Till) <br /> 4 <br /> —6 ■ :$ <br /> ;.,ra c, <br /> —7 Xii , <br /> 8 <br /> End of Test Pit 8' <br /> —9 <br /> — 10 <br /> 1 Test Pit TP-4 <br /> Date: December 10, 2019 Depth: 8' Groundwater: None <br /> Contractor: Jim Elevation: Logged By: PH Checked By:SC <br /> 0) o m Moisture Content(%) <br /> a) 2 -a Plastic I • <br /> I Liquid <br /> o E Limit Limit <br /> a Material Description <br /> o E G ? 2 DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> ____ ___Topsoil/Grass _ <br /> .N � SM Loose to medium dense,silty-fine to medium grained sand with <br /> — 1 4 ": gravel,dark yellowish brown,moist. (Fill) <br /> •— 2 ■ !-; 1 -Areas of crushed rock <br /> f l; r, <br /> ---4 ---- --- - <br /> ��. , `: SM Medium dense to very dense,silty-fine to medium grained sand with <br /> —5 �a;..5 gravel,mottled yellowish brown to grayish brown,moist. (Glacial Till) <br /> r�%. y <br /> st f <br /> t . 1 y <br /> End of Test Pit 8' <br /> —9 <br /> — 10 <br /> Cobalt Geosciences,LLC <br /> ��AV Proposed Development <br /> P.O.Box 82243 <br /> Rockefeller Avenue Test Pit Kenmore,WA 98028 <br /> led C 0 B�t-�,LT (206)331-1097 <br /> ' GEOSCIENCES Everett, Washington Logs www.cobaltgeo.com <br /> cobaltgeoPgmail.com <br />