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Log of Test Pit TP-3 <br /> Date: April 6 2022 Depth: 8.5' Initial Groundwater: None <br /> Contractor: Client provided Elevation: N/A Sample Type: Grab <br /> Method: Excavator Logged By: PH Checked By: SC Final Groundwater: N/A <br /> a) 0) — '5 Moisture Content(%) <br /> O a Plastic I • I Liquid <br /> iii CD O U >. 3 Limit Limit <br /> 0- 0 o o V' Material Description C <br /> o e m C� = o SPT N-Value <br /> O 0 10 20 30 40 50 <br /> Vegetation/Topsoil <br /> 1 ;ti?,: SM/ Loose,silty-fine to medium grained sand with debris, <br /> R '-'4:: SP dark yellowish brown to yellowish brown, <br /> f' moist.(Fill) <br /> --=Z1 .".... <br /> ' •,.'. SP Medium dense,Tine To medium grainedsandlrace silt <br /> yellowish brown to grayish brown,moist. (Advance Outwash) <br /> —3 <br /> 4 .• .4;, <br /> 5 : " <br /> — 6 <br /> 7 <br /> 8 `' <br /> End of Test Pit 8.5' <br /> 9 <br /> 10 <br /> Nll Cobalt Geosciences,LLC <br /> P.O.Box 82243 Proposed Development Test <br /> Kenmore,WA 98028 <br /> (206)33i-io97 i8Xx Holbrook Avenue Pit <br /> COBALT www.cobaltgeo.com Everett, Washington Log <br /> GEOSCTENCES cobaltgeoPgmail.com <br />