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Date <br />Total <br />LoggedBy AP <br />Excavator Kelly's Excavating Inc. <br />Groundwater not observed <br />9/5/2019 <br />Excavated <br />g <br />Depth (ft) <br />Checked By C WM <br />Equipment KomatsuWB 140 Rubber -bred <br />Caving not observed <br />Backha <br />Surface Elevation (ft) 110 <br />Easting (X) <br />1307104 <br />Coordinate System WA State Plane North <br />Vertical Datum NAVD88 <br />Northing (Y) <br />367383 <br />Horizontal Datum NAD83 HARN (feet) <br />SAMPLE <br />E E <br />o <br />o <br />MATERIAL <br />REMARKS <br />o <br />) <br />n z <br />J <br />DESCRIPTION <br />(0 <br />L <br />C C <br />N <br />a <br />z f/1 <br />' V <br />N d <br />CCO <br />y <br />W <br />0 <br />/ <br />H H <br />M <br />(D <br />O t0 <br />(7U <br />O� <br />20 <br />iiU <br />— <br />SOD <br />flinches SOd/LOpS011 <br />sm <br />Brown silly fine to medium sand with gravel and occasional cobbles, <br />o <br />'`o <br />small roots (medium dense, moist) (fill) <br />t <br />Robe depth of 0.5 inches <br />roe <br />2 <br />i <br />Robe depth of 0.5 inches <br />01 <br />` <br />3 <br />Robe depth of 0.5 inches <br />`'SO <br />4- <br />probe depth of 0.5 inches <br />Oh <br />` <br />5 <br />o° <br />sM <br />Gray silty fine sand with gravel and occasional cobbles (dense, moist) <br />6 <br />(glacial till) <br />os <br />2 <br />13 <br />50 <br />s4 <br />a <br />Notes: See Figure A71 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 1/2 fooL <br />Coordinates Data Source: Horizontal approximated based on Aerial Imagery. Vertical approximated based on Topographic Survey. <br />Log of Test Pit TP 16 <br />Project: Baker Heights Development <br />G W E N G I N E E R 1 <br />Project Location: Everett, Washington <br />Figure A-17 <br />Project Number: 21288-002-00 Sheet 1 of i <br />1 <br />L <br />