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Date Total Logged By AP Excavator Kelys Excavating Inc. Groundwater not observed <br />9/5/2019Komatsu Excavated Depth (ft) 7 Checked By OWM Equipment Backhoe WB 140 Rubbertired Caving rat observed <br />Surface Elevation (ft) 81 Easting (X) 1307702 Coordinate System WA State Plane North <br />Vertical Datum NAVD88 Northing (Y) 366867 Horizontal Datum NAD83 HARN (feet) <br />SAMPLE <br />E <br />o <br />o <br />MATERIAL <br />REMARKS <br />w <br />(n z <br />J <br />DESCRIPTION <br />O '@ <br />c: M <br />c c <br />U <br />L <br />d <br />n- <br />a- <br />O <br />y <br />W <br />0 <br />u) N <br />H FO- <br />f0 <br />l.7 <br />O cp <br />00 <br />00 <br />2U <br />SO <br />iiU <br />SOD <br />3 to 4 inches sod/topsoil <br />SM <br />Light brown silty fine to medium sand with gravel, small roots (loose to <br />medium dense, moist) (fill) <br />o <br />t <br />Probe depth of 4 inches <br />1° <br />2- <br />Probe depth of 1 inch <br />i <br />4 <br />he <br />10 <br />3 <br />Probe depth of 0.5 inches <br />11 <br />4 <br />Probe depth of 0.5 itches <br />16 <br />5— <br />TU <br />SM <br />Gray silty fine to medium sand with occasional gravel and cobbles <br />(dense, moist) (glacial till) <br />1h <br />6 <br />2 <br />12 <br />MC <br />1a <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 3/2 foot <br />Coordinates Data Source: Horizontal approximated based on Aerial Imagery. Vertical approximated based on Topographic Survey. <br />Log of Test Pit TP 15 <br />Project: Baker Heights Development <br />GM E N G I N E E R <br />Project Location: Everett, Washington <br />Figure <br />Project Number. 21288-002-00 sheet 1 of 1 <br />of 1 <br />