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a[t lrffi Total 26,5 Logged By MWR Driller Geologic Dritt Drilling Hollow-Stem Auger <br /> Drilled 4122/2014 4/2212Q14 Depth(ft) Checked By SWC Method <br /> Surface Elevation(ft) 80 Hammer Autohammer Drilling Diedrich D50 <br /> vertical Datum NAVD88 Data 140(Ills)130(in)Drop Equipment <br /> System Groundwater <br /> Fasting(X} Ys Depth to <br /> Northing(Y) Datum Date Measured Water R Elevation(ft) <br /> Notes: Not encountered <br /> FIELD DATA <br /> m <br /> ro E o o MATERIAL REMARKS <br /> w S 9 DESCRIPTION v � <br /> a v, u J L ay m� H <br /> Z o 3 m �? a 7 y c <br /> a) m a ° V Q m o =c <br /> o u <br /> v AC 2 inches asphalt concrete pavement <br /> sP•sM 4 inches sand and gravel base <br /> sM Gray-brown silty fine to coarse sand with <br /> occasional gravel(medium dense,moist) <br /> (fill) 14 <br /> 16 14 <br /> PiD<1,NS <br /> 1h <br /> 5-1 10 12 2 16 PID<1,NS <br /> ML Gray-brown sand sit with clay and occasional <br /> gravel;iron sl ning(very stiff,moist) <br /> 18 22 a (Recessional outwash-clay member) 1i PID<'1,NS <br /> sM Gray si tty fi ne to medium sand with odcasionaI <br /> 10 10 gravel(very dense,moist)(glacial till) iv 40 PID<1,NS <br /> A16 59 5A <br /> g _ ; <br /> 15 19 7311Y 5 Increased sift tuntertt,grades fine PID<1,N& <br /> 0 <br /> 0 <br /> r <br /> y <br /> O <br /> y, 20 g' 7W. 6 1 inch fine gravel tense 8 'Blow cara er t Ovstated due to rock <br /> u <br /> Decreased silt content <br /> PID<1,PIS <br /> 0 <br /> m <br /> �a <br /> iu <br /> 3 <br /> a <br /> z yy <br /> W 25 i6 57 •l <br /> L1 <br /> 'a <br /> c� <br /> a <br /> z <br /> 0 <br /> Note: Please see Figure A-1 for explanation of symbols <br /> 4 <br /> S <br /> Log of Boring B-1 <br /> Project: WSU-North Puget Sound at Everett <br /> V�� �' E R J Project Location: Everett,Washington Figure A-2 <br /> Sheet 1 0€1 <br /> Project Number: 0403-031-00 <br />