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Log of Test Pit TP-2 <br /> Date: April 6 2022 Depth: 6.5' 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 /> — o Moisture Content (%) <br /> LL O E a Plastic I • I Liquid <br /> 3 Limit Limit <br /> O O - t >. <br /> a , w o a _ Material Description a <br /> o `c m ,- ? o SPT N-Value <br /> O 0 10 20 30 40 50 <br /> --- Vegetation/Topsoil <br /> ____________ <br /> ' ' SP Loose to medium dense,fine to medium grained sand trace silt, <br /> 1 :`;;'t: yellowish brown to grayish brown,moist.(Advance Outwash) <br /> 2 <br /> 3 <br /> —4 <br /> 5 <br /> C1 .' <br /> 6 :,;.......:*.5; <br /> End of Test Pit 8.5' <br /> 7 <br /> —8 <br /> 9 <br /> 10 <br /> MIN Cobalt Geosciences,LLC <br /> P.O.Box 82243 Proposed Development Test <br /> Kenmore,WA 98028 <br /> (206)331097 18xx Holbrook Avenue Pit <br /> COBALT www.cobaltgeo.com Everett, Washington Log <br /> GE O S C I E N C E S cobaltgeoPgmail.com <br />