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Total Depth: 75 ft. Northing: 340,757 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 6 in. <br /> Top Elevation: 226.2 ft. Easting: 1,307,597 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 -p PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the _a- - Q = . s A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification Eii E E o <br /> lines indicated below represent the approximate boundaries 0 0 0 <br /> between material types,and the transition may be gradual. 0 20 40 60 <br /> Advance Glaciolacustrine Deposits(Qvgl); 20 <br /> Disturbance Factor: 0 � 52.0 <br /> ....................... ....................... ................................................................. <br /> Very stiff,gray, Fat Clay(CH); moist;trace silt 21 <br /> .................................................. .............................................................. <br /> . . . . . . . . . . . . . . <br /> and sand partings. j 55 : : : : : : : : : I I o1°0 <br /> Advance Glaciolacustrine Deposits(Qvgl); 0:: <br /> 22 �\ <br /> . • . . . . . . . . . . . . . . . . . . . . . . <br /> Disturbance stu bance Factor: 0 <br /> .......... ................................................................................................ <br /> . . . . . . . . . . . . <br /> Hard,gray, Silty, Lean Clay(CL); moist to wet;siv ltrace ssandtosandy 600 \ 0 • <br /> silt partings. \ <br /> ....... .................................................... ...................................................... <br /> Advance Glaciolacustrine Deposits(Qvgl); /25 \ . . . . . . . . . . . . . . <br /> . . . . . . . . . . <br /> ....................................................... .....................0.................................... <br /> Disturbance Factor: 0 \ \ 65 1 oloo <br /> Very stiff to hard,gray, Fat Clay(CH); moist; 'I <br /> ...... ................................................ ...:...:.................................................. <br /> massive;trace sand partings. 27 \ <br /> . . . . . . . . . . . . . . . <br /> Advance Glaciolacustrine Deposits(Qvgl); _......................................................................................... <br /> . . . . . . . . . . . . . . . . . . <br /> Disturbance Factor: 0 \ 70/ <br /> . . . . . . . . . . . . . . . . . <br /> ................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . <br /> BOTTOM OF BORING 75.0 75 •• • <br /> ............................................................................................................ <br /> . . . . . . . . . . . . . . . . . . <br /> COMPLETED 8/11/2014 <br /> . . . . . . . . . . . . . . . . . . <br /> ................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . <br /> .......................................................................................................... <br /> 80 <br /> 85 <br /> ................................................................................................................... <br /> . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . <br /> ............................................................................................................... <br /> . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . <br /> J 90 <br /> ......................................................................................................... <br /> . . . . . . . . . . . . . . . . <br /> ................................................................................................................... <br /> . . . . . . . . . . . . . . . . <br /> ................................................................................................................... <br /> . . . . . . . . . . . . . . . . <br /> 95 <br /> ct <br /> ................................................................................................................... <br /> Z <br /> . . . . . . . . . . . . . . <br /> a <br /> to <br /> . . . . . . . . . . . . . . . . <br /> 0 ............................................... <br /> -J <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered Eall Piezometer Screen and Sand Filter O % Fines(<0.075mm) <br /> I 2.0"O.D.Split Spoon Sample II Bentonite-Cement Grout • %Water Content <br /> o ■:i Bentonite Chips/Pellets Plastic Natural Waterimit o Liquidn Limit <br /> c� J Bentonite Grout <br /> j Y. Ground Water Level ATD <br /> a Panaview Landslide <br /> X SL Ground Water Level in VWP Everett,Washington <br /> NOTES g <br /> o 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. <br /> 03 <br /> o 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-1 <br /> N <br /> W <br /> o January 2015 21-1-21709-002 <br /> ce <br /> SHANNON &WILSON, INC. FIG. <br /> Q Geotechnical and Environmental consultants Sheet 2 of 2 <br /> 2 <br /> REV 0 -Log in Progress <br />