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Test Pit TP-1 <br /> Date: December 10,2019 ` Depth: 8' Groundwater: None <br /> Contractor: Jim Elevation: Logged By: PH Checked By: SC <br /> .= m a a5 Moisture Content(%) <br /> N .9 -0 Plastic I • <br /> 1 Liquid <br /> 2 o E 3 Limit I Limit <br /> --co_ a N Material Description a <br /> o E = 2 DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> Topsoil/Grass <br /> _ 1 ' ? SM Loose to medium dense,silty-fine to medium grained sand with <br /> 4` gravel,dark yellowish brown,moist.(Fill) <br /> — 2 o'' <br /> e -Local debris <br /> —4 f,�s t ' SM Medium dense to very dense,silty-fine to medium grained sand with <br /> ter;- ,-t gravel,mottled yellowish brown to grayish brown,moist. (Glacial Till) <br /> —5 <br /> —6 <br /> —7 IA ` <br /> 8 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 /> a) o 6 Moisture Content(%) <br /> N JO a Plastic I • I Liquid <br /> _ U Limit Limit <br /> t O 1 N <br /> Q o N Material Description <br /> o `E c� ? 2 DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> ____ ___Topsoil/Grass _ <br /> �. ti 0 SM Loose to medium dense,silty-fine to medium grained sand with <br /> — 1 *. t gravel,dark yellowish brown,moist. (Fill) <br /> x- <br /> — 2 • r�: 4 -Areas of quarry rock <br /> —3 ____ k ___ - <br /> h,: SM Medium dense to very dense,silty-fine to medium grained sand with <br /> -4 Oilei4 <br /> 4 gravel,mottled yellowish brown to grayish brown,moist. (Glacial Till) <br /> —5 <br /> r, <br /> —7 <br /> F <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 /> C Q B A LT (206)33i-1097 <br /> V.. G E O S C I E N C E 5 Logs www.cobaltgeo.com <br /> -.: Everett, Washington g <br /> cobaltgeol)gmail.com <br />