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S19d End Total 26.5 Logged By MW R Driller Geologic Drill Drilling Hollow-Stem Auger <br /> Drilled 4122/2014 4122/2014 Depth(ft) Checked By SWC Method <br /> Surface Elevation(ft) 81 Hammer Autohammer Drilling Diedrich D50 <br /> Vertical Datum NAVD88 Data 140(lbs)130(in)Drop Equipment <br /> System Fasting(X) ys Groundwater Depth to <br /> Northing(Y) Datum Date Measured Water R Elevation tft) <br /> Notes: Not encountered <br /> FIELD DATA <br /> CD a MATERIAL <br /> _ 8 y _ DESCRIPTION REMARKS <br /> y aai m N -5 m Q co CL <br /> t^ � U' C'J <br /> 0 AC 1.5 inches asphalt concrete pavement <br /> ° SP•sM 4 Inches sand artd gravel base <br /> SIA ML Graybrown silty fine to medium sand to sandy <br /> silt with gravel(medium dense,moist)(Fill) <br /> 16 25 1 10 <br /> PID<1,NS <br /> sP Gray fine to coarse sand with gravei,ttrac�s€it <br /> s a ao 2 (dense ,4 <br /> ,moss#) <br /> PtD<1,NS <br /> �h <br /> 18 5 3A _ Increased silt content 10 <br /> 3a CL(& Dark brownorganicsiftVirith clay,woody debris 40 <br /> and bridcltile debris{medium sttif,',inoist) pip<1,Ns <br /> ".(fill/buried topsail) <br /> 10 c>_ 'Gray-brown mottled sandy silty lean clay,iron PL <br /> 18 15 stain skiff,moist Recessional Outwash 23AL (�D<1,NS <br /> Pl-21) <br /> clay member) <br /> SM Brown-siltyfrne to medium sand with <br /> occasional gravel(medlum tense;moist) <br /> (glacial fill). <br /> 15 1a 26 ' - 11 40 <br /> h SA Plb ci,NS <br /> i, 20 Hit rock at 20 feet,no recovery <br /> o s Brown silty fine to coarse sand with occasional <br /> 0 9 7El9^ 6 'gravel(very dense,moist) 8 <br /> m <br /> a Plb<i,NS <br /> e <br /> a <br /> z <br /> to 51 7A Gravel lense at 25 feet <br /> s yg7d SP-SM Brown-gray fine sand with silt;homogeneous - <br /> e (very dense,moist)(Advance Outwash) <br /> 0 <br /> g <br /> s <br /> Note: Please see Figure A 1 for explanation of symbols <br /> P <br /> o- <br /> Log of Boring B-3 <br /> Project: WSU-North Puget Sound at Everett <br /> EGQENGINEER Project Location: Everett,Washington <br /> �9 I FigureA4 <br /> Project Number: 0403-031-00 sheet 1 of 1 <br />