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Log of Test Pit TP-1 <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 /> 0) o Moisture Content(%( <br /> a) ; 0 0 Plastic I • I Liquid <br /> Limit Limit <br /> o Material Description <br /> o `c e m 0 ? o SPT N-Value <br /> O 0 10 20 30 40 50 <br /> Vegetation/Topsoil <br /> \r1 SM/ Loose,silty-fine to medium grained sand with debris, <br /> 1 <br /> '' ••:: Sp dark yellowish brown to yellowish brown, <br /> --f"f moist. (Fill) <br /> s� . ,• . <br /> •• SP Medium dense,rnne To medium grainedsandlrace Siff, <br /> yellowish brown to grayish brown,moist. (Advance Outwash) <br /> 3 <br /> ti;' <br /> 4 ,I,,-.......E:., <br /> •:r;; <br /> —5 ,:::. • <br /> 6 <br /> 1 1• <br /> — 7 <br /> ,fy •:t: <br /> 8 'f <br /> End of Test Pit 8.5' <br /> 9 <br /> 10 <br /> Mill Cobalt Geosciences,LLC <br /> P.O.Box 82243 Proposed Development Test <br /> Kenmore,WA 98028 <br /> (2o6)331 io97 18xx Holbrook Avenue Pit <br /> COBALT www•cobaltgeo.com Everett,Washington Log <br /> G E a s c 1 E u c E 5 cobaltgeoPgmail.com <br />