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Total Depth: 45 ft. Northing: 340,849 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 6 in. <br /> Top Elevation: 207.9 ft. Easting: 1,307,522 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 a�i -a , PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the Q p i— ♦ Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification a T E o ° -alines indicated below represent the approximate boundaries a) as 0 s 0 <br /> between material types,and the transition may be gradual. <br /> 0 20 40 60 <br /> Loose, brown, Silty Sand(SM)to dark brown, <br /> Organic Silt(OL). —.. <br /> Fill (Hf) <br /> ................. ................................................................................................ <br /> Medium stiff to stiff,gray to green-blue, Sandy 4'5 5 . . • <br /> 2 <br /> Silt(ML); moist;few sand and gravel locally; so <br /> trace organics; locally iron-stained. 3 •.. .....:...:.....: � <br /> Landslide Colluvium (Hc) <br /> . . . . . . . . . . . . . . . . . . <br /> \\ <br /> ....... ................... ................ <br /> Stiff, gray, Silt(ML); moist to wet;dilatant; 13.0 s I \ \ <br /> ........................................... ..................................................................... <br /> slickensided; moderately blocky. I \ 15 I. I 0100 <br /> Advance Glaciolacustrine Deposits(Qvgl); \ <br /> Disturbance Factor 1 to 2 13.5 :...:...:...:......:...:...:...:...:...:...:...: :... <br /> 7 *\ <br /> Very stiff to hard,gray, Silt(ML)to Clayey Silt <br /> (ML); moist; massive to locally laminated. 8 \ 20 I •. . . I . . . . . <br /> Advance Glaciolacustrine Deposits(Qvgl); ) N \ <br /> ............................................................. . <br /> Disturbance Factor 0 r <br /> . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 25 ..........• <br /> 10 • <br /> . . . . . . . . . . . <br /> 11 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> Very stiff, gray, Silty, Silt(ML)and as ' Silt 12 \ 30 I . . .1 I . . .0100 <br /> ....................................... .......................................................................... <br /> (MH); moist massive;scattered interb ds <br /> . . . . . . . . . . . . . . . . . . <br /> ............................................. .................................................................... <br /> silt and sandy silt. 13 \ <br /> . . . . . . . . . . . . . . . . . <br /> Advance Glaciolacustrine Deposits(Qvgl); <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> Disturbance Factor: 0 14 35 I . .•. <br /> .................................................................................................................... <br /> 37.5 <br /> Very stiff to hard,gray, Clayey Silt(ML)to 15 \ <br /> Sandy Silt(ML); moist; massive to bedded. \ 40 • <br /> Advance Glaciolacustrine Deposits(Qvgl); 16 \ ..........................:...:...:...::..:...:...:...:...:... <br /> Disturbance Factor: 0 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> BOTTOM OF BORING 45.0 \ 45 .................................................................................................................. <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> a COMPLETED 8/13/2014 <br /> co ........................................................... <br /> -J <br /> LEGEND 0 20 40 60 <br /> * Sample Not Recovered EEO Piezometer Screen and Sand Filter % Fines(<0.075mm) <br /> 2.0"O.D.Split Spoon Sample ® Bentonite-Cement Grout • %Water Content <br /> ?.!Uf! Bentonite Chips/Pellets Plastic Limit —� I Liquid Limit <br /> o <br /> Natural Water Content <br /> 0 ® Bentonite Grout <br /> zz 1 Ground Water Level in VWP I Panaview Landslide <br /> z <br /> 0 NOTES Everett,Washington <br /> o 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. <br /> of <br /> 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> / 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-6 <br /> N <br /> W <br /> o January 2015 21-1-21709-002 <br /> ix <br /> SHANNON&WILSON, INC. <br /> co <br /> Geotechnical and Environmental Consultants FIG. <br /> 2 <br /> REV 0 -Log in Progress <br />