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Total Depth: 101.3 ft. Northing: 340,642 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 8 in. <br /> Top Elevation: 257.1 ft. Easting: 1,307,550 ft. Drilling Company: Cascade Drilling Rod Diam.: NWJ 2-5/8" <br /> Vert.Datum: City of Everett Station: - Drill Rig Equipment: _ CME 75 Hammer Type: Automatic <br /> Horiz.Datum: WASP North Offset: - Other Comments: <br /> SOIL DESCRIPTION o ai -a PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the t Q . . A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification Q , E 2 m n <br /> lines indicated below represent the approximate boundaries m 0 a) <br /> between material types,and the transition may be gradual. <br /> 0 20 40 60 <br /> 40I ��� 79... <br /> BOTTOM OF BORING <br /> 101.3 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> COMPLETED 8/19/2014 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 105 <br /> 0 <br /> 15 . . . . . . . . . <br /> 120 <br /> 125 . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 130 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 135 <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> 140 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 145 <br /> . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> J <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered Piezometer Screen and Sand Filter % Fines(<0.075mm) <br /> I 2.0"O.D.Split Spoon Sample II Bentonite-Cement Grout • %Water Content <br /> 41 Bentonite Chips/Pellets Plastic Limit I • I Liquid Limit <br /> Natural Water Content <br /> ® Bentonite Grout <br /> a Ground Water Level ATD <br /> Panaview Landslide <br /> = SL Ground Water Level in VWP <br /> NOTES Everett,Washington <br /> o 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. <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-8 <br /> N <br /> o January 2015 21-1-21709-002 <br /> SHANNON&WILSON, INC. FIG. <br /> Geotechnical and Environmental Consultants Sheet 3 of 3 <br /> REV 0 -Log in Progress <br />