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Test Pit TP-1 <br />Date: December 3, 2019 Depth: 8' <br />Contractor: Jim Elevation: <br />m o <br />o <br />u�. U T <br />Q. o Material Description <br />o c � <br />Topsoil/Gross <br />------ ---- -- --------------------------------------- <br />- 1 SM Loose to medium dense, silty -fine to medium grained sand will <br />gravel, dark yellowish brown, moist. (Weathered Glacial Till) <br />-2 <br />--- -W Dense to very dense, silty -fine to medium grained sand with g <br />grayish brown, moist. (Glacial Till) <br />-4 <br />-5 <br />-6 , <br />-7 <br />End of Test Pit 8' <br />9 <br />10 <br />t Pit TP- <br />Groundwater: None <br />Logged By: PH Checked By: SC <br />Moisture Content (%Liquid <br />Plastic <br />3 Limit Limlf <br />a <br />o DCP Equivalent N-Value <br />G 0 10 20 30 40 50 <br />el <br />Date: December 3, 2019 <br />Depth: 8' <br />Groundwater: None <br />Contractor: Jim <br />Elevation: <br />Logged By: PH Checked By: SC <br />O <br />3 <br />Moisture Content (%) <br />Plastic I liquid <br />Limit Limit <br />� <br />La <br />� <br />U <br />a <br />E <br />T <br />Material Description <br />a <br />o <br />DCP Equivalent N-Value <br />o <br />GD <br />U <br />G <br />0 10 20 30 40 50 <br />_ <br />SM <br />Topsol /Grass <br />Loose to medium dense,_ silty -fine to medium grained sand with <br />gravel, dark yellowish brown, moist. (Weathered Glacial Till) <br />-2 <br />-3 <br />, <br />--4---- <br />--__ <br />_ _ <br />SM <br />___------- <br />Dense to very dense, silty -fine to medium grained sand with gravel, <br />; <br />yellowish brown to grayish brown, moist. (Glacial Till) <br />- 5I <br />-6 <br />, <br />-7 <br />End of Test Pit 8' <br />-9 <br />-10 <br />Cobalt Geosciences, LLC <br />Proposed d Development P.O. Box 82243 <br />P <br />P Test Pit Kenmore, WA 98o28 <br />East Drive (2o6) <br />COBALT5Xxx 331-1097 <br />Logs <br />L, www.cobaltgeo.com <br />w•G EOSCIENCES Everett, Washington cobaltgeo@gmail.com <br />