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Total Depth: 35 ft. Northing: 340,840 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 6 in. <br /> Top Elevation: 190.7 ft. Easting: 1,307,607 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 D' aci L PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the c a = . .. A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification —' E E o ....„as E,_lines indicated below represent the approximate boundaries 0 t j S <br /> between material types,and the transition may be gradual. 0 20 40 60 <br /> Very loose, gray to gray-brown, Silty Sand s <br /> (SM)to dark brown, Organic Silt(OL); moist to <br /> wet. 1 a ...:..:..:...:...:...:...:...:...:...........................:..... <br /> sch6, <br /> Colluvium (Hc) .: 5 <br /> Stiff, gray, Sandy, Clayey Silt(ML); moist to 5.5 2 <br /> . . . . . . . . . . . . . . . . <br /> \ \ 41.4146k 100 <br /> wet; 3 <br /> �� I...:... ..:...:....I.:...:...:...:...:...:...:...: o <br /> Advance Glaciolacustrine Deposits (Qvgl); <br /> Disturbance Factor: 0 10.0 a �\ 0 <br /> - Blocky zone 1.5-inch thick with faceted, E.\ <br /> ...... ......................................................................................................... <br /> harder chunks in a softer deformed silt 5 \ \ <br /> matrix. Disturbance Factor: 2 <br /> 15 • <br /> Medium stiff to stiff,gray, Clayey Silt(ML)to 16.0 \ <br /> Silty Clay(CL); moist to wet; undisturbed — \ \ r:- 0'- 100 <br /> ... ............................. ......... <br /> horizontal bedding intercalated with scattered <br /> ................................................................................................................... <br /> blocky zones exhibiting high-angle fractures 2i.. . \ \ 20 I...........................*I o99 <br /> with shiny faces. �/4 8 \ <br /> Advance Glaciolacustrine Deposits(Qvgl); ' I : : 0100 <br /> I <br /> ....................................... <br /> Disturbance Factor: 1 to 2 <br /> 99 <br /> Medium stiff,gray, Clayey Silt(ML)to Si U/ 10 -- 25 • I O <br /> \ \ <br /> Clay(CL); moist to wet;dilatant; multi e \ \ <br /> ....................................... ...... ................................................. <br /> 1-inch-thick very blocky zones ch. ac - ized <br /> I.:...: :... <br /> by harder clasts in softer sheare. q atr \ 30 • <br /> locally slickensided. 12 <br /> Advance Glaciolacustrine Deposits(Qv. <br /> Disturbance Factor 2 to 3 <br /> ........................................... <br /> Soft,gray, Lean Clay(CL); moist to wet;very — 35.0 4 35 <br /> .................................................................................................................... <br /> blocky and broken; slickensided;faceted <br /> .................................................................................................................... <br /> harder clasts in softer sheared matrix. <br /> .................................................................................................................... <br /> Advance Glaciolacustrine Deposits(Qvgl); <br /> a <br /> Disturbance Factor: 3 k. <br /> 40 <br /> Very stiff to hard,gray, Lean Clay(CL)and Fat <br /> .................................................................................................................... <br /> Clay CH); moist to wet; massive to locally <br /> .................................................................................................................... <br /> laminated. 45 <br /> Advance Glaciolacustrine Deposits(Qvgl); <br /> o Disturbance Factor 0 <br /> .................................................................:...:...:......:...:...:...:...:...:...:...:...:... <br /> CONTINUED NEXT SHEET <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered L Piezometer Screen and Sand Filter O % Fines(<0.075mm) <br /> � •I 2.0"O.D.Split Spoon Sample DM Bentonite-CementGrout % Water Content <br /> 41. Bentonite Chips/Pellets Plastic Limit F—• I Liquid Limit <br /> o OM Bentonite Grout Natural Water Content <br /> o <br /> SZ Ground Water Level ATD <br /> Panaview Landslide <br /> 1 W SC Ground Water Level in VP <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 /> N 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-5 <br /> N <br /> W <br /> 2 January 2015 21-1-21709-002 <br /> ce <br /> 1- SHANNON&WILSON INC. FIG. <br /> Geotechnical and Environmental Consultants Sheet 1 of 2 <br /> REV 0 -Log in Progress <br />