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6 <br /> Test Pit TP-1 <br /> Date: December 10, 2019 Depth:8' Groundwater: None <br /> Contractor: Jim Elevation: Logged By: PH Checked By: SC <br /> 0) o 4-3 MoistureContent(%) <br /> N 0 a Plastic � I Liquid <br /> U Limit I Limit <br /> T3 a' cn -0 <br /> a N Material Description <br /> o E 0 2 DCP Equivalent N-Value <br /> CD 0 10 20 30 40 50 <br /> Topsoil/Grass <br /> 1 `._.. g SM Loose to medium dense,silty-fine to medium grained sand with <br /> -.;s• gravel,dark yellowish brown,moist. (Fill) <br /> — 2 . ` -Local debris <br /> —3 g <br /> —4 • ..a,, SM Medium dense to very dense,silty-fine to medium grained sand with <br /> ' gravel,mottled yellowish brown to grayish brown,moist. (Glacial Till) <br /> —5 '�f `' <br /> —6 <br /> g :� f <br /> End of Test Pit 8' <br /> —9 <br /> 10 <br /> Test Pit TP-2 <br /> Date: December 10, 2019 Depth: 8' Groundwater: None <br /> Contractor: Jim Elevation: Logged By: PH Checked By: SC <br /> o et Moisture Content (%) <br /> 2 . Plastic I • I Liquid <br /> o E Limit Limit <br /> Q�, � N Material Description -a <br /> c 0 ? 2 DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> Topsoil/Grass <br /> — 1 ; , ti SM Loose to medium dense,silty-fine to medium grained sand with <br /> ti y . gravel,dark yellowish brown,moist. (Fill) <br /> — 2 <br /> -Areas of quarry rock <br /> ‘ s* <br /> —3 `; .;« <br /> f • <br /> SM Medium dense to very dense,silty-fine to medium grained sand with <br /> gravel,mottled yellowish brown to grayish brown,moist. (Glacial Till) <br /> •-5 i�: <br /> ■ <br /> • <br /> —6 1� ! <br /> P. <br /> End of Test Pit 8' <br /> —9 <br /> — 10 <br /> Cobalt Geosciences,LLC <br /> Proposed Development P.O.Box 82243 <br /> Rockefeller Avenue Test Pit Kenmore,WA 98028 <br /> COBALT (206)331-1097 <br /> GEOSCIENCES www.cobaltgeo.com <br /> -...,:.. Everett, Washington � <br /> cobaltgeo@ gmail.com <br />