Laserfiche WebLink
Total Depth: 45 ft. Northing: 340,821 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 6 in. <br /> Top Elevation: 225.2 ft. Easting: 1,307,471 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 m -. , PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the Q n . .c ♦ Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification n. T E 2 ca a <br /> lines indicated below represent the approximate boundaries � cow 0 tj <br /> between material types,and the transition may be gradual 0 20 40 60 <br /> Loose, brown to dark brown, Silty Sand with • <br /> Gravel(SM); moist to wet;trace to some <br /> fibrous and woody organics. . \ \ : • <br /> F ......................................................... <br /> l ••• \ \ 5 . . <br /> =.:...:. 2 . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . <br /> ..............•............................................................ <br /> _\ <br /> . ......... ........... <br /> ............ ........... ............................................................................ <br /> Stiff to very stiff,gray, Silt(ML)to Clayey Silt o 0 <br /> (ML); moist to wet; mostly massive; ' \ <br /> .............. ............... ............................................................................. <br /> mechanicallybroken; locallyslightly blocky. \a <br /> r. . <br /> Advance Glaciolacustrine Deposits(Qvgl); 5 \ \ ............................... .................................................................................. <br /> . . . . . . . . . . . . . . . . . <br /> Disturbance Factor: 0 to 1 \ \ 15 . . . • <br /> .................... .............. ......................................................................... <br /> �\V1 1............... .. .. ..:... .. ...oss <br /> 7 \ <br /> 20 • <br /> i <br /> Stiff,gray, Silt(ML)to Clayey Silt(ML); moist , ............................................................... <br /> . . . . . . . . . . . . . . . <br /> loo <br /> to wet; massive; multiple very blocky zo -- • 0 10 25 <br /> to 1.5-inch-thick with harder clasts in :ofte <br /> ..................... <br /> sheared matrix. 11 I I <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> — Advance Glaciolacustrine Depose (Q t0.0 \ 30 — <br /> Disturbance Factor: 3 12 I \ \ <br /> - Significant water around sampler at • fee / <br /> ....................................... <br /> Hard,gray, Silt(ML)to Silty, Lean Clay(C • — 13 \ \ <br /> ..................................................................................................................... <br /> - <br /> moist; massive to laminated;scattered silt 14T \ 35 • 50/5"A. <br /> interbeds and vertical sand-filled joints. <br /> Advance Glaciolacustrine Deposits(Qvgl); :... 15T \ .......... ...:........................:.....................50/5"* <br /> Y Disturbance Factor: 0 \ : <br /> kHard,gray-green, Fat Clay(CH); moist to wet; 16= \ 40 • y015 <br /> trace silt and sand partings and lenses. _•?• ::' <br /> Advance Glaciolacustrine Deposits(Qvgl); \ <br /> Disturbance Factor: 0 <br /> 45.0 cc <br /> 45 <br /> Very dense,light-brown to yellow-brown, Silty <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> ( Sand(SM); moist;trace fine friable gravel; <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> trace to some orqs2AMEypersigaOied. <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered EEO 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 S I Liquid Limit <br /> t- Natural Water Content <br /> 0 I Bentonite Grout <br /> 3 Q Ground Water Level ATD <br /> Q Panaview Landslide <br /> = 5L Ground Water Level in VWP <br /> NOTES Everett,Washington <br /> 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. <br /> of <br /> p 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> i 3.USCS designation is based on visual-manual dassification and selected lab testing. LOG OF BORING B-4 <br /> N <br /> W <br /> 2 January 2015 21-1-21709-002 <br /> x <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 />