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filed F� Total 26.5 L°gged i3y MWR Driller Geologic Drill DriNing Hollow—Stem Auger <br /> Drilled 4l2112094 412112014 Depth(ft) Checked By SWC Method <br /> 84 Hammer Autohammer Drilling Diedrich D50 <br /> Vertical <br /> Surface Elevation(ft) Data 140 Ibs 130(In)Drop Equipment <br /> Vertical Datum NAVD88 ( ) <br /> Easting(X) system Groundwater Depth to <br /> Northing(Y) Datum Delf,measumdWater ElevaGun ffl1 <br /> Not encountered <br /> Notes: <br /> FIELD DATA <br /> d <br /> o MATERIAL REMARKS <br /> a J DESCRIPTION <br /> CD Q G N (SS O 5! O G <br /> 00 18 <br /> n AC 3 inches asphalt concrete pavement <br /> 6 <br /> GP-GM 10 inches sand and gravel base <br /> SM Brown silty fine to medium sand(medium <br /> dense,moist)(fill) Pio<1,NS <br /> 18 12 19 <br /> O —— -.. - _... <br /> sM � Brown fine fo medium sand�with silt(med'+um J <br /> dense,moist) <br /> 5-1 18 22 2 16 PID c1,NS <br /> sP-SM Brown-gray fine to medium sand with silt <br /> (medium devise,moist)(Advance Outwash) <br /> 17 25 SA 7 8 <br /> PID<1,NS <br /> 10 17 20 4A <br /> 20 <br /> 4e SN1 Brown sitty fine t0.medium sand(medium— <br /> dense,wet). PID<1,NS <br /> 'SP Gray-brown fira to medium SiW.itacs silt, <br /> slight iron stalAing;(medlum dense,moist) <br /> 15 16 30 5 <br /> 9 <br /> h <br /> w 20-118 21 6A <br /> o _ — _— <br /> © ee MC Brrnvnsilt with fine sand,trace clay(very stiff, 23 <br /> moist) <br /> e <br /> 0 <br /> y ;. P•SMlS Gray$$flyfine sand to fnesand with sift(dense, <br /> w O moist) <br /> 9 <br /> W � 14 aT 7 10.�,.; <br /> D <br /> 3 <br /> m <br /> a <br /> 'a <br /> D <br /> O <br /> F$F <br /> Y <br /> Note: Piease see Figure A-1 for explanation of symbols <br /> 4 <br /> z Log of Boring B-9 <br /> Project: WSU-North Puget Sound at Everett <br /> Project Location: Everett,Washington <br /> GEoENGiNEERS FiguetIof1 <br /> Project Number: 0403-031-00 Sheet 1 of 1 <br />