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Total Depth: 65 ft. Northing: 340,827 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 6 in. <br /> Top Elevation: 185.7 ft. Easting: 1,307,730 ft. Drilling Company: Geologic Drill Rod Diam.: AWJ <br /> Vert. Datum: City of Everett Station: - Drill Rig Equipment: Mini Track Rig Hammer Type: Manual,Rope <br /> Horiz. Datum: WASP North Offset: - Other Comments: <br /> SOIL DESCRIPTION o aui -a , „= PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the .c a m . A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification E E 2 — E <br /> lines indicated below represent the approximate boundaries to lines <br /> between material types,and the transition may be gradual. 0 20 • 40 60 <br /> Disturbance Factor: 0 20 <br /> . . . . . . . . . . . . . . . . <br /> 21 <br /> L..._.......0100 <br /> 55 • <br /> 22 \ \ <br /> 23 <br /> ............... <br /> ....... ......................................................................................................... <br /> ................................................................................................................ <br /> ................................................................................................................. <br /> BOTTOM OF BORING 65.0 65 <br /> ................................................................................................................ <br /> COMPLETED 8/12/2014 <br /> \ 70 <br /> O <br /> 75 <br /> 80 <br /> • <br /> 85 <br /> ................................................................................................................. <br /> ................................................................................................................. <br /> ................................................................................................................. <br /> Z <br /> 90 <br /> ii <br /> ................................................................................................................. <br /> ................................................................................................................. <br /> ................................................................................................................. <br /> 95 <br /> ................................................................................................................. <br /> 0 <br /> 0 ...................................... <br /> J <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered L Piezometer Screen and Sand Filter O % Fines(<0.075mm) <br /> I 2.0"O.D.Split Spoon Sample ® Bentonite-Cement Grout • %Water Content <br /> ';:ili. Bentonite Chips/Pellets Plastic Limit I--• I Liquid Limit <br /> o <br /> I BentoniteNatural Water Content <br /> 0 Grout <br /> Q Ground Water Level ATD <br /> Q Panaview Landslide <br /> = SL Ground Water Level in VWP <br /> co <br /> NOTES Everett,Washington <br /> a. <br /> o 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. <br /> oi <br /> 0 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> 9' 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-2 <br /> N <br /> W <br /> o January 2015 21-1-21709-002 <br /> cc <br /> SHANNON&WILSON, INC. FIG. <br /> co <br /> < Geotechnical and Environmental Consultants Sheet 2 of 2 <br /> m <br /> REV 0 -Log in Progress <br />