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Date <br />Total <br />Logged By AP <br />Excavator Kelly's Excavating Inc. <br />Groundwater not observed <br />9/5/2019 <br />Depth (ft) 7 <br />Checked By CWM <br />Komatsu WB 140 Rubber-tiredExcavated <br />Equipment Backhoe <br />Caving riot observed <br />Surface Elevation (ft) 73 <br />Easting (X) <br />1307783 <br />Coordinate System WA State Plane North <br />Vertical Datum NAVD88 <br />Northing (Y) <br />367043 <br />Horizontal Datum NAD83 HARN (feet) <br />SAMPLE <br />2 <br />-- <br />E E <br />m <br />o <br />MATERIAL <br />REMARKS <br />z <br />J <br />DESCRIPTION <br />O <br />�• <br />t <br />M _ th0 <br />C C <br />N Vl <br />U <br />a <br />jt- <br />- <br />O N <br />Y c <br />NY <br />c <br />hr <br />w <br />H H <br />@ <br />C7 <br />0 U <br />o <br />iiSo <br />U <br />SOD <br />6 inches sod/topsoil <br />slut <br />Brown silty fine to medium sand with gravel, small roots (medium <br />1ti <br />t <br />dense, moist) (fill) <br />Probe depth of 0.5 inches <br />1^ <br />2 <br />Robe depth of 0.5 inches <br />i <br />3- <br />Probe depth of 0.5 inches <br />ML <br />Gray sandy sift with occasional gravel (hard, mast) (glacial till) <br />`O9 <br />4 <br />Probe depth of 0.5 inches <br />60 <br />5 <br />2 <br />°^ <br />6 <br />b`O <br />7 <br />Notes: See Figure A-1 for explanation of symbols. <br />The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to hit foot - <br />Coordinates Data Source: Horizontal approximated based on Aerial Imagery_ Vertical approximated based on Topographic Survey_ <br />Log of Test Pit TP 12 <br />Project: Baker Heights Development <br />G M E N G I N E E R <br />Project Location: Everett, Washington <br />Figure A-13 <br />Project Number: 21288-002-00 Sheet 1 of 1 <br />I <br />1 <br />