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Total Depth: 65 ft. Northing: 340,827 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 6 in. _ <br /> Top Elevation: 185.7 ft. Easting: 1,307,730 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 ,0 0 PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the .c a 5 .2 .c A Hammer Wt.&Drop:_140lbs/30 inches <br /> subsurface materials and drilling methods. The stratification 3 , E 2 ca Q <br /> lines indicated below represent the approximate boundaries U) m <br /> between material types,and the transition may be gradual. <br /> 0 20 40 60 <br /> Loose, brown, Silty Sand with Gravel(SM); .. <br /> moist;few organics; duff-like locally. :•::;:;: \ \ <br /> ................................................................................................................... <br /> Weathered Outwash Colluvium (Ho) 4 0 �. •.• 1 <br /> Loose, brown to gray, Sandy, Lean Clay(CL); \ 5 • <br /> moist;trace to 5%fine gravel;trace organics; 2 <br /> 7.0r <br /> diamict texture. � <br /> ..................................... .................................... <br /> ..... . . <br /> :. :... .............................................................................................. <br /> Colluvium (Ho) .,...... 3 =\ . . . . . . . . . . . . . . . . . . . . <br /> Loose to medium dense,gray to mottled ::•• 4 2'\ 0 O <br /> brown, Silty Sand(SM); moist to wet;few fine 12.0 0\ \ <br /> ....... ...... ............................................................................................. <br /> gravel locally;trace organics; diamict texture. s <br /> Colluvium (Hc) \ \ 100 <br /> 15 . . .I:Ii: : I : : : : : :o <br /> Stiff, gray, Silt(ML); moist to wet. \ .... ......................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . <br /> Advance Glaciolacustrine Deposits (Qvgl); \ \ • • <br /> Disturbance Factor 0 19.0 --- ----- -- --- --- -- <br /> - 1-inch sheared,very blocky silt; Disturbance 81 20 • <br /> Factor: 1 to 2 <br /> - 1.5-inch blocky silt, possibly mechanically - <br /> .................................................... ............................................................ <br /> . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . <br /> broken; Disturbance Factor: 0 to 1 \ ................................................................................. <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> Very stiff, gray, Fat Clay(CH); moist to 10 25 <br /> massive to locally laminated;traces d <br /> . . .......... <br /> I <br /> partings;trace high-angle joints. \ \ ........................................................................................................ <br /> Advance Glaciolacustrine Deposit (Q I); \ \ , 30 <br /> Disturbance Factor 0 12 <br /> . . . . . . . . . . . . . . . . . . . . . . . <br /> 14 \ 35 .•: : : <br /> ..........................................:..........:...:...:...:...:...:..................................:...:... <br /> 15 <br /> z Y 40 •. . <br /> t7 <br /> ......................................:...:...•...................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ct• Hard,gray, Clayey Silt(ML)to Silty, Lean Clay 45 0: : : : : <br /> 18 . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> Z (CL); moist massive to locally laminated;trace <br /> ................................................................................. . . ....:...:...:... <br /> .. . . . . . . . . . <br /> . . . . . . . . . . . . . . . <br /> sandy silt partings. 19 ........................................... .................................................. <br /> Advance Glaciol <br /> • <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered 0311 Piezometer Screen and Sand Filter O % Fines(<0.075mm) <br /> I 2.0"O.D.Split Spoon Sample ® Bentonite-Cement Grout • %Water Content <br /> ■ Bentonite Chips/Pellets Plastic Limit I • I Liquid Limit <br /> o <br /> Natural Water Content <br /> (7 I Bentonite Grout <br /> V. Ground Water Level ATD <br /> < Panaview Landslide <br /> _ 7 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 /> of <br /> 0 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> i 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-2 <br /> N <br /> W <br /> o January 2015 21-1-21709-002 <br /> SHANNON &WILSON, INC. FIG. <br /> co <br /> < Geotechnical and Environmental Consultants Sheet 1 of 2 <br /> 2 <br /> REV 0 -Log in Progress <br />