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t Pit TP-3 <br />Date: December3, 2019 <br />Contractor: Jim <br />_ O) 76 <br />0 <br />u� U ? <br />O C <br />a m a <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />9 <br />10 <br />Date: December 3, 2019 <br />Contractor: Jim <br />✓) 5 <br />O <br />a C N <br />o U <br />c G � <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />9 <br />10 <br />Groundwater: None <br />Logged By: PH Checked By: SC <br />Moisture Content (%) uld <br />Plastic 1 �� q <br />3 Limit �— Limit <br />o DCP Equivalent N-Value <br />G 0 10 20 30 40 50 <br />)se to medium dense, silty -fine to medium grained sand with <br />ivel, dark yellowish brown, moist. (Weathered Glacial Till) <br />nse to very dense, silty -fine to medium grained sand with gravel <br />lyish brown, moist. (Glacial Till) <br />End of Test Pit 8' <br />Depth: 8' <br />Elevation: <br />Material Description <br />Pit TP-4 <br />Groundwater: None <br />Logged By: PH Checked By: SC <br />Moisture Content N <br />Plastic 1 ♦ Liquid <br />3 Limit 1 Limit <br />a <br />o DCP Equivalent N-Value <br />0 10 20 30 40 <br />.SM Dense to very dense,silty-fine to.medium grainedsand with gravel, <br />grayish brown, moist. (Glacial Till) <br />T <br />Depth: 8' <br />Elevation: <br />Material Description <br />_ Topsoil/grass <br />SM Loose to medium dense, silty -fine to medium grained sand <br />gravel, dark yellowish brown, moist. (Weathered Glacial Till) <br />End of Test Pit 8' <br />Proposed Development <br />5xxx East Drive <br />Everett, Washington <br />Cobalt Geosciences, LLC <br />P.O. Box 82243 <br />Test Pit Kenmore, WA 98028 <br />(2o6) 331-1097 <br />Logs www.cobaltgeo.com <br />cobaltQeo@gmail.com <br />