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• <br /> 0 1 <br /> Date Total Logged By WW Excavator Aero Construction Groundwater not observed <br /> Excavated $/16/2018 Depth(ft) 4 Checked By BA Equipment Kubota KX1213 Caving not observed <br /> Surface Elevation(ft) 424 Latitude 47.9341 Coordinate System wG584 <br /> Vertical Datum NAVD88 Longitude -122.24938 Horizontal Datum <br /> • <br /> SAMPLE <br /> a) <br /> ba 0 MATERIAL <br /> rn z 0o o REMARKS <br /> DESCRIPTION <br /> s c c n- <br /> N N E N N O CO �Go <br /> w ca H h- 0 0U U iiU <br /> SP Brown-gray fine to coarse sand with occasional gravel(dense,moist to <br /> wet)(advance outwash) <br /> P f <br /> I. <br /> • <br /> • <br /> -b 2— _ <br /> 0• <br /> ° GP Brown-gray fine to coarse gravel with sand(dense,moist to wet) <br /> o c <br /> 0 <br /> 3 ° 4 2 PIT completed at 2'h feet below ground <br /> 2 <br /> 2 0 surface/Elevation 421.5 <br /> SA <br /> 0 0 <br /> ti^ 0 <br /> _b 3 o C — — <br /> 0 <br /> D <br /> 0 <br /> D ° <br /> 3 0°0 Increasedgravelcontentat4feet <br /> 0 <br /> —J>953 <br /> 4 o c <br /> — — <br /> f7 <br /> U' <br /> Ai <br /> NI <br /> O <br /> 2 <br /> 0 <br /> Notes:See Figure A-1 for explanation of symbols. <br /> M The depths on the test pit logs are based on an average of measurements across the test pit and should be considered accurate to'/2 foot. <br /> o♦ Coordinates Data Source:Horizontal approximated based on Topographic Survey.Vertical approximated based on Topographic Survey. <br /> i •• <br /> Log of Test Pit PIT-2 <br /> Project: Cadman Infiltration Evaluation <br /> GEOENGINEERS <br /> Project Location: Everett,Washington <br /> Project Number: 0643-013-02 Figure eet 1 of 1 , <br />