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Test Pit TP-1 <br />Date: September, 2021 <br />Depth:9' <br />Groundwater: None <br />Contractor: Jim <br />Elevation: N/A <br />Logged By: PH Checked By: SC <br />N <br />p <br />Moisture Content <br />Plasic <br />u <br />yj <br />` <br />Liquid <br />Limit Limit <br />O <br />L <br />n <br />Material Description <br />p <br />OS <br />= <br />o <br />12 <br />DCP Equlvalen}N-vaWe <br />10 20 30 40 S <br />Test <br />Pit <br />TP-2 <br />Date: September, 2021 <br />Depth:8' <br />Groundwater: None <br />Contractor: Jim <br />Elevation: N/A <br />Logged By: PH Checked By: SC <br />g <br />Moisture Content (%) <br />Plastic Liquid <br />limo �� Limit <br />Material Description <br />= <br />DCP Equivalent 6FVaWe <br />U <br />0 10 20 30 40 50 <br />j <br />Cobalt GeowieneEs, LLC <br />Proposed Residential Dev. <br />Test Fit <br />P.O. Box <br />Ken eox, 2243 <br />WA 9aoza <br />953o Holly Drive <br />Logs <br />t2oe7 33t-1e97 <br />Everett, Washington <br />.,g alt <br />rnbaltaecs o li mitIosm <br />—__ <br />— <br />Gra4 and TOFsoil <br />1 <br />Loose to medium dense, silty -fine }o Pine grained sand with gravel, <br />mottled yellowish brown }o grayish brown, moist. <br />(Weathered Glacial Till <br />3 <br />4 <br />t <br />SM <br />Dense }o very dense, silly -Pine }o medium grained sand with gravel, <br />grayish brown }o olive gray, moist. (Glacial Till <br />5 <br />6 <br />8 <br />End of Test Pi} 9' <br />10 <br />1 <br />Grate and Topsoil <br />SM <br />Loose }o medium dense, silty -Pine }o medium grained sand with gravel <br />3 <br />ruched reddish brown }o yellowish brown, moist. <br />Glacial Till <br />4 <br />SM <br />Denre }o very dense, silly -Pine }o medium grained sand with gravel, <br />