Laserfiche WebLink
Drilled 41211�2014 4/21112014 Total 26.5 Logged By MWR Driller Geologic Drill D"III"g Hollow-Stem Auger <br /> Depth(ft) Checked By SWC Method <br /> Surface Elevation(ft) 86 Hammer Autahammer Drilling Diedrich D50 <br /> Vertical Datum NAVD88 Data 140(lbs)130(in)Drop Equipment <br /> Easting(X) System Groundwater <br /> Northing(Y) Datum Depth to <br /> Dale Measured Water ffill Elevation lfn <br /> Notes: Not encountered <br /> FIELD DATA <br /> d <br /> MATERIAL <br /> m 13 $ DESCRIPTION v REMARKS <br /> R <br /> to a Md iti0 3 inches asphalt concrete pavement <br /> 6 inches crushed surface base Gray silty fine to medium sand with gravel(very <br /> dense,moist)(fill) PID<1,NS <br /> 18 63 1A 6 Wood in shoe <br /> 1e or_ Brown organic silt with woody debris(relict <br /> topsoil layer) <br /> 5 sM Brown-gray silty fine to medium sand(dense, <br /> 17 40 SA moist)(Advance Outwash) 9 77 PID e1,NS <br /> 0 <br /> P1D<1,NS <br /> 18 46 3 7 <br /> sP Grayfineto medium sand(dense,moist) <br /> 10 16 36 4 6 <br /> �y PID<1,NS <br /> is 18 40 fi s Gray fine to medium sand with silt(dense, fi 11 <br /> �0 5A moist) <br /> o _ <br /> rsP Giaayfine to medium sand,trace silt(very <br /> _ $ dense,moist) <br /> W 20 18 77 <br /> w h :r <br /> Y <br /> od <br /> SM Gray sittyfine sand(very dense,mast) <br /> z <br /> u <br /> 0 25 1B 54 7 71 <br /> u <br /> a <br /> E <br /> n <br /> io <br /> 0 <br /> 0 <br /> S <br /> ge <br /> K <br /> u <br /> Note: Please see Figure A-1 for explanation of symbols <br /> a <br /> Log of Boring B-8 <br /> a Project: WSU-North Puget Sound at Everett <br /> E Project Location: Everett,Washing ton <br /> Figure GEC)ENGlNEER S � <br /> at Project Number: 0403-031-00 Sheet 1 of 1 <br />