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„,___ 1 <br /> Test Pit TP-3 <br /> Date:December3;20'19 `Depth: 8' • Groundwater:None <br /> Contractor: Jim Elevation: Logged By: PH Checked By:SC <br /> Moisture Content(%) <br /> N 0 S Plastic I I Liquid <br /> w u E 3 Limit Limit <br /> a .0 & '0 <br /> a o N Material Description <br /> U U 2 DCP Equivalent N-Value <br /> G 0 10 20 30 40 50 <br /> MM Topsoil/Grass - <br /> 1 ;.' SM Loose to medium dense,silty-fine to medium grained sand with <br /> ▪ gravel,dark yellowish brown,moist.(Weathered Glacial Till) <br /> R, <br /> — 2 '�' - <br /> - -- 'A'-• • : SM Dense to very dense,silty-fine to medium grained sand with gravel, <br /> —3 1•!.: 4▪' grayish brown,moist. (Glacial Till) <br /> •• , <br /> —4 • ..,' <br /> .c2 f <br /> • .•. <br /> —6 ':1' r <br /> i <br /> —7 "r;•f ,: <br /> ▪•4 <br /> 8 <br /> End of Test Pit 8' <br /> —9 <br /> 10 <br /> Test Pit TP-4 <br /> Date: December 3, 2019 Depth: 8' Groundwater: None <br /> Contractor: Jim Elevation: Logged By: PH Checked By: SC <br /> Moisture Content(%) <br /> N O . D Plastic I • <br /> I Liquid <br /> o E 3 Limit Limit <br /> a o n <br /> _ Material Description <br /> o DCP Equivalent N-Value <br /> o U U 0 10 20 30 40 50 <br /> Topsoil/Grass - <br /> ,N-r,".'; SM Loose to medium dense,silty-fine to medium grained sand with <br /> — 1 <br /> f:: gravel,dark yellowish brown,moist. (Weathered Glacial Till) <br /> 1. <br /> — 2 41.•:1!4ii <br /> • :: <br /> r,' <br /> —3 ire: <br /> 1, <br /> '7 .• SM Dense to very dense,.silty-fine to medium grained.sand with gravel, <br /> —4 ;N=r”; grayish brown,moist.(Glacial Till) <br /> �--5 1. :: 'y, <br /> ti y !Y:t, <br /> —6 ■ '';1-f�`'?� <br /> —7 f%>:. <br /> 8 End of Test Pit 8' <br /> —9 <br /> —10 <br /> Cobalt Geosciences,LLC <br /> Proposed Development P.O.Box 82243 <br /> sN4 Test Pit Kenmore,WA98o28 <br /> ;a 5xxx East Drive (206)33e-i097 <br /> ,� COBALT: Logs www.cobaltgeo.com <br /> j', G E O S C I E N C E S Everett,Washington <br /> cob altgeo Pgmail.com <br />