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Total Depth: 33 ft. Northing:_ Drilling Method: Hollow Stem Auger Hole Diam.: <br /> Top Elevation: -204 ft. Easting: Drilling Company: Geologic Drill,Inc. Rod Diam.: <br /> Vert.Datum: City of Everett Station: Drill Rig Equipment: Ackerriq Hammer Type: <br /> Horiz. Datum: WASP North Offset: Other Comments: Loc.at toe of slope below B-102 <br /> SOIL DESCRIPTION o ai -0 PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text fora proper understanding of the w -° E. 3 . .d A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification a , E 2 m Q <br /> lines indicated below represent the approximate boundaries N 0 a� <br /> between material types,and the transition may be gradual. <br /> 0 20 40 60 <br /> (Disturbed Transitional beds) <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> BOTTOM OF BORING <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ....................... ............................................................................................ <br /> COMPLETED 2/15/2011 <br /> ........................... ....................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 55 <br /> 0 <br /> 65 <br /> .......... <br /> 70 <br /> ..................................................................................................................... <br /> 75 <br /> 80 <br /> 85 . . . . . . . . . <br /> ....................................... <br /> 90 <br /> ................... <br /> 95 <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> .................................... <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered aGround Water Level ATD % Fines(<0.075mm) <br /> I 2.0"O.D.Split Spoon Sample • %Water Content <br /> rn <br /> 0 <br /> >J_ <br /> Panaview Landslide <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 /> `71 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-I 03 <br /> c <br /> o January 2015 21-1-21709-002 <br /> re <br /> SHANNON&WILSON, INC. FIG. <br /> co <br /> Geotechnical and Environmental Consultants Sheet 2 of 2 <br /> 2 <br /> REV 0 -Log in Progress <br />