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Date <br />Total <br />Logged By WCW <br />Excavator Kelly's Excavating Inc. <br />See "Remarks" section for groundwater observed <br />Excavated 2/15/2022 <br />Depth (ft) 7 <br />Checked By JSO <br />Equipment Komatsu WB140 <br />See "Remarks" section for caving observed <br />Surface Elevation (ft) 537 <br />Easting (X) <br />1299623 <br />Coordinate System WA State Plane North <br />Vertical Datum NAVD88 <br />Northing (Y) <br />341337 <br />Horizontal Datum NAD83 (feet) <br />SAMPLE <br />)a <br />o <br />MATERIAL <br />REMARKS <br />z <br />J <br />DESCRIPTION <br />y <br />O <br />N bD <br />C C <br />U <br />� <br />c. <br />c <br />c <br />w <br />N N <br />H H <br />N <br />(7 <br />O <br />C7 U <br />�U <br />iiU <br />AC <br />Approximately Ito 2 inches asphalt concrete <br />SAGP <br />9 <br />5 <br />Approximately 2 to 3 inches base course gravel <br />SP-SM <br />Brown -tan fine to medium sand with silt and gravel (medium dense, <br />moist) (fill) <br />2-Moderate <br />caving observed from 2 to 6 feet <br />Becomes wet <br />Moderate groundwater seepaage observed at 3 feet <br />5 <br />q <br />5 <br />2 <br />SP <br />12 <br />22 <br />sM <br />Tan silty fine to coarse sand with gravel (dense to very dense, wet) <br />(glacial till) <br />3 <br />4 <br />M 5 <br />Notes: See Figure A-1 for explanation of symbols. <br />The depths <br />on the test pit logs are based on an average of measurements across the test pit and should be considered <br />accurate to 1/2 foot. <br />Coordinates Data Source: Horizontal approximated based on Topographic Survey. Vertical approximated based on Topographic Survey. <br />Log of PIT-2 <br />Project: 7800 Evergreen Way <br />G M E N G I N E E R S/ // <br />Project Location: Everett, Washington <br />Figure A-3 <br />�� <br />Project Number: 24459-003-00 Sheet 1 of 1 <br />