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a <br />S <br />Y <br />Logged By AP Excavator Kelly's Excavating Inc. Groundwater not observed <br />Excavated 9/5/2019 DeDate pth (ft) 12.5 Checked By CWM Equipment KomatsuWB 140 Rubber_ired Caving not observed <br />Backhoe <br />Surface Elevation (ft) 68 TNorthing <br />asting (X) 1307765 Coordinate System WA State Plane North <br />Vertical Datum NAVD88 (Y) 368225 Horizontal Datum NAD83 HARN (feet) <br />SAMPLE <br />w <br />a <br />0 <br />MATERIAL <br />REMARKS <br />DESCRIPTION <br />�� <br />/S <br />C <br />C <br />W <br />F Fes- <br />d7 <br />0 U <br />U <br />U <br />SOD <br />2 to 3 inches o I <br />sM <br />Brown silty fine to medium sand with gravel, small roots (loose to <br />medium dense, moist) (fill) <br />6 <br />6� 1 <br />1 <br />Probe depth of 0.5 inches <br />`OHO 2 <br />Probe depth of 1 inch <br />h 3 <br />Probe depth of 4 inches <br />4 <br />-- <br />sM <br />— — — — — — — — — — — — — — — — — — — — — — — — <br />Brown -gray silty fine to medium sand with occasional gravel, small <br />Probe depth of0.5u�ch <br />2 <br />roots, wood debris (medium dense, moist) <br />28 <br />Mc <br />0l� 5 <br />6ti 6 <br />CL <br />Gray -brown clay, slight oxidation staining (stiff to hard, moist) <br />(glaciola -istnnedeposits) <br />0° <br />7 <br />g <br />33 <br />98 <br />%F <br />O 8 <br />`1 9 <br />Rough excavating <br />P 10 <br />h� 11 <br />56 12 <br />4 <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 V2 foot - <br />Coordinates Data Source: Horizontal approximated based on Aerial Imagery_ vertical approximated based on Topographic Survey. <br />Log of Test Pit TP 1 <br />Project: Baker Heights Development <br />G M E N G I N E E R <br />Project Location: Everett, Washington <br />Figure A-2 <br />Project Number: 21288-002-00 Sheet 1 of 1 <br />