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Total Depth: 55 ft. Northing: 340,810 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 6 in. <br /> Top Elevation: 202.8 ft. Easting: 1,307,591 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 m -a L PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text fora proper understanding of the -a a 3 . w A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification :z , E o asa. <br /> lines indicated below represent the approximate boundaries cn ctj 0 <br /> between material types,and the transition may be gradual. <br /> 0 20 40 60 <br /> Very stiff to hard, gray, Fat Clay CH; moist; %20 <br /> massive;trace scattered, light gray, sandy silt <br /> interbeds and dark gray clay interbeds. / \ <br /> Advance Glaciolacustrine Deposits(Qvgl); 55.0 55 <br /> Disturbance Factor: 0 <br /> O . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> .......... .. .................................................................................................... <br /> BOTTOM OF BORING <br /> ... .............. .............................................................................................. <br /> COMPLETED 8/13/2014 <br /> .................................................................................................................... <br /> 65 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 70 <br /> 75 . . . . . <br /> 80 <br /> 85 . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 90 <br /> .................................................................. <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 95 <br /> . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . .. . . . . . . . . . . . . . . . <br /> :...:...:...:...:...:... <br /> ..................................................................................................................... <br /> 0 0 ............................................... <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered Piezometer Screen and Sand Filter % Fines(<0.075mm) <br /> 2.0"O.D.Split Spoon Sample ® Bentonite-Cement Grout • %Water Content <br /> ':..■gi Bentonite Chips/Pellets Plastic Limit 1 - 111 Liquid Limit <br /> Natural Water Content <br /> ® Bentonite Grout <br /> .V Ground Water Level ATD <br /> - <br /> Panaview Landslide <br /> z Ground Water Level in VWP <br /> NOTES Everett,Washington <br /> o 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. <br /> of <br /> 0 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> N 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-3 <br /> o January 2015 21-1-21709-002 <br /> SHANNON &WILSON INC. FIG. <br /> Geotechnical and Environmental Consultants Sheet 2 of 2 <br /> REV 0 -Log in Progress <br />