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c <br />c <br />c <br />Date <br />Logged By AP <br />Excavator Kelly's Excavating Inc. <br />Groundwater not observed <br />Excavated 9/5/2019 <br />Depth (ft) 6 <br />Checked By CWM <br />Equipment Baomatsu cl WB 140 Rubber tired <br />Caving not observed <br />Surface Elevation (ft) <br />110 <br />Easting (X) 1307108 <br />Coordinate System WA State Plane North <br />Vertical Datum <br />NAVD88 <br />Northing (Y) 367202 <br />Horizontal Datum NAD83 HARN (feet) <br />SAMPLE <br />14 <br />o <br />o <br />MATERIAL <br />REMARKS <br />w <br />(n <br />J <br />DESCRIPTION <br />f2. <br />7 <br />c <br />N C <br />@ <br />W U <br />H FO- <br />C7 <br />V1 <br />@20 <br />C7 U <br />U <br />so <br />i% U <br />GP <br />1 inch of crushed rock <br />3 inches asphalt concrete pavement <br />° <br />AC <br />GP <br />Gray fine gravel with sift and sand (medium dense, moist) (fill) <br />0o <br />i <br />o ° <br />-GM <br />— — — — — — — — — — <br />Probe depth of i inch <br />— — <br />SM <br />— — — — — — — — — — — — — — <br />Reddish brown silty fine to medium sand with occasional gravel <br />(medium dense, moist) <br />e <br />° <br />z <br />Probe depth of 1 inch <br />2 <br />01 <br />3 <br />Probe depth of 1 inch <br />41 <br />4 <br />SM <br />Gray silty fine to medium sand with occasional gravel (dense, moist) <br />lobe depth of o.s inches <br />(glacial till) <br />00 <br />3 <br />5 <br />^ci� <br />6 <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 1/2 foot <br />Coordinates Data Source: Horizontal approximated based on Aerial Imagery. Vertical approximated based on Topographic Survey. <br />Log of Test Pit TP 17 <br />Project: Baker Heights Development <br />G M E N G I N E E R <br />Project Location: Everett, Washington Figure A-18 <br />Project Number 21288-002-00 Sheet Iof1 <br />