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Total <br />Logged By W W <br />Excavator <br />See "RemarW section for groundwater observed <br />Excaevated 3/31/2020 <br />Depth (ft) 8 <br />Checked By CWM <br />Equipment Bobcat E35 <br />See "Remarks" section for caving observed <br />Surface Elevation (ft) 85 <br />Easbng (X) 367029 <br />Coordinate System WA State Plane North <br />Vertical Datum NAVD88 <br />Northing(Y) 1307689 <br />Horizontal Datum NAD83 HARN (feet) <br />SAMPLE <br />4 <br />E E <br />o <br />o <br />MATERIAL <br />REMARKS <br />o <br />w <br />m z <br />J <br />�_ <br />DESCRIPTION <br />L <br />ow <br />C'Eic <br />Cn N <br />0j <br />L <br />0. <br />c.'N- <br />7 N <br />O <br />C <br />iN ! <br />C <br />N <br />0) <br />N <br />(6 <br />pN <br />M <br />0 <br />H ti <br />(7 <br />k.7 U <br />Soo <br />3 inches sod <br />SM <br />Brown silty fine to medium sand; small roots (medium dense, moist) <br />(fill) <br />t <br />1 <br />e� <br />2 <br />3 <br />Misr caving observed from 3 to 6 feet <br />e° <br />4 <br />— — <br />— — — — — — — — — — — — — — — — — — — — — — — — <br />SP <br />Brown fine to medium sand (dense, moist) <br />o <br />e <br />s <br />a <br />u <br />�9 <br />6 <br />s4 <br />Slaw groundwater seepage observed from 6 to 7 feel <br />110 <br />7 <br />SPSM <br />Gray -brown fine to medium sand with sift (dense, moist) (glacial till) <br />3 <br />Al <br />8- <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 topographic survey from Everett HousingAuthority. Vertical approximated based on topographic survey from Everett <br />Log of Test Pit PIT-1 <br />Project: Baker Heights Redevelopment <br />G EO 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 />1 <br />