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s ' <br /> • <br /> Date 816/2018 Total 6 Logged By WW Excavator Aero Construction Groundwater not observed <br /> Excavated Depth(ft) Checked By BA Equipment Kubota KX1213 Caving not observed <br /> Surface Elevation(ft) 424 Latitude 47.93394 Coordinate System <br /> Vertical Datum NAVD88 Longitude -122.24988 Horizontal Datum <br /> • <br /> SAMPLE <br /> MATERIAL <br /> DESCRIPTION o REMARKS <br /> O Up —bA U .3 <br /> L C E .E Q•_ >C c <br /> > _ CL O E <br /> 0 <br /> Q C <br /> N -. �U ii <br /> W U Fesin MS- H C7 C7 U <br /> SM Brown silty fine to medium sand with occasional gravel and silt layers <br /> • (medium dense,moist)(fill) <br /> Minor caving observed from 0 to 3 feet <br /> -b2 1— - <br /> -bury 2— - - <br /> • <br /> • <br /> SP Brown fine to medium sand with occasional gravel(very dense,moist) <br /> o (advance outwash) <br /> _sry 4— • - - <br /> • <br /> • <br /> y 10 4 PIT completed at 41/2 feet below ground <br /> surface/Elevation 419.5 <br /> b• 5 — — <br /> ae <br /> 0 2 <br /> • <br /> -- 6 <br /> ro <br /> ti <br /> y <br /> O <br /> aU <br /> C1 <br /> p <br /> Notes:See Figure A-I 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.Vertical approximated based on Topographic Survey. <br /> •Log of Test Pit PIT-3 <br /> Project: Cadman Infiltration Evaluation <br /> GEOENGINEERS <br /> Project Location: Everett,Washington <br /> Figure A-4 <br /> Project Number: 0643-013-02 Sheet 1 of 1 , <br />