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Total Depth: 45 ft. Northing: 340,821 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 6 in. <br /> Top Elevation: 225.2 ft. Easting: 1,307,471 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 2 -a L PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the t -0 o S 2 _6A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification p_ E E 2 -- a <br /> lines indicated below represent the approximate boundaries t) t j a) <br /> between material types,and the transition may be gradual. 0 20 40 60 <br /> (Pre-Vashon Interglacial Alluvium-Olympia <br /> Beds (Qpnf) I <br /> ....................... ............................................................................................ <br /> BOTTOM OF BORING <br /> . . . . . . . . . . . . . . . . . <br /> .................................................................................................................. <br /> . . . . . . . . . . . . . . . . . . . . . . . . . <br /> COMPLETED 8/14/2014 55 <br /> 0 <br /> ................................................................................................................... <br /> 65 <br /> 70 <br /> 75 <br /> 80 <br /> 85 . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> z <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 90 <br /> .. ............................................................. <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 95 <br /> z ....................................... <br /> a <br /> co ................................................................... <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 EEO Bentonite-CementGrout • %Water Content <br /> '.'.■' Bentonite Chips/Pellets Plastic Limit I —S I Liquid Limit <br /> o Natural Water Content <br /> 0 ® Bentonite Grout <br /> • <br /> Q Ground Water Level ATD <br /> To' Panaview Landslide <br /> = I Ground Water Level in VWP Everett,Washington <br /> -, NOTES g <br /> 0 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-4 <br /> N <br /> W <br /> o January 2015 21-1-21709-002 <br /> x <br /> SHANNON&WILSON, INC. FIG. <br /> co <br /> Geotechnical and Environmental Consultants Sheet 2 of 2 <br /> REV 0 -Log in Progress <br />