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o <br /> Drillin <br /> Start Total 26 5 Logged By MWR �lLll., Geologlc Drill 9 Hollow-Stem Auger <br /> Method <br /> Wiled 412212014 412212b14 Depth(ft) Checked lay SWC <br /> Surface Elevation(fl) 84 Hammer Autohammer Drilling Diedrich D50 <br /> Vertical Datum NAVD88 Data 140(ibs)130(in)Drop Equlpment <br /> Easting(X) System Groundwater Depth to <br /> Northing(Y) Datum Dale Measured WRIeL fl Flevalion ifl1 <br /> Not encountered <br /> Notes: <br /> FIELD DATA <br /> E MATERIAL <br /> REMARKS <br /> y J DESCRIPTION <br /> p <br /> W .ti 7 <br /> a �u U3 <br /> Q AG 3 inches asphalt concrete pavement <br /> spSM 1 inch sand and gravel base <br /> CL Brown silty lean clay with fine sand;iron <br /> staining(stiff,moist)(Recessional Outwash <br /> 1 <br /> clay member) 6 PID a1,NSS <br /> 11 Sol&, SM <br /> Gray-brown siity fine sand with occasional <br /> gravel(very dense,moist)(glacial till) <br /> 5— 17 gt111" 2 - B Pips1,N5 <br /> Grades fine ite#iYediurn sand <br /> 12 5016. 3 <br /> 1� <br /> 1Q 1B 52 4A <br /> 411 Sp-SM Gray fuse to fnedium sand with silt(very dense, 4 13 <br /> SA moist)(Advance Outwash) <br /> �o SM _ Cxay brawn silty fine to medium sand,(dense, <br /> moist) <br /> 15 18 47 12 32 <br /> 9SP <br /> Id <br /> o <br /> i; <br /> 20 18. 46 $A <br /> 08 <br /> sa ML Brow rgray fine sandy slit(hard,moist) 18 <br /> w <br /> U' <br /> a <br /> 4 <br /> �+ O <br /> z <br /> a 4 13 <br /> 25 18 63 Z SPSM Grayfine to medium sand with silt(very dense, <br /> p SA moist) <br /> L <br /> e <br /> 'a <br /> B <br /> 4 <br /> Note: Please see Figure A-1 for e)lanatien of symbols <br /> Log of Boring B-5 <br /> Project: WSU-North Puget Sound at Everett <br /> �"' Project Location: Everett,Washington <br /> � �iE4��GI�IEERS t FlgureA-6 <br /> i Project Number: 0403-031-00 Sheet 1 of 1 <br />