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Total Depth: 29 ft. Northing: Drilling Method: Hollow Stem Auger Hole Diam.: <br /> Top Elevation: •-245 ft. Easting: Drilling Company: Geologic Drill,Inc. Rod Diam.: <br /> Vert. Datum: City of Everett Station: Drill Rig Equipment: Acker rig Hammer Type: <br /> Horiz. Datum: WASP North Offset: Other Comments: Loc.6.5 ft N of shed,6 ft E of retain.wall <br /> SOIL DESCRIPTION o 2 PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the a . A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification Q E E o a <br /> lines indicated below represent the approximate boundaries 0 <br /> between material types,and the transition maybe gradual. <br /> 0 20 40 60 <br /> Medium dense, brown, Silty Sand(SM); moist; *•-• ••• <br /> fine to coarse sand;few gravel;occasional • <br /> rounded and angular cobbles;some organics. 1 <br /> (Fill) 5 . . . <br /> - Becomes brown to gray and mottled rust, •••- ' <br /> trace fine roots and cobbles. •7.5 := :: 3 <br /> Medium dense,gray with rust mottling, Silty •:.:,, 0 <br /> Sand(SM); moist;fine to medium sand; <br /> • <br /> • <br /> nonplastic fines. <br /> •.-�.•. <br /> 12.5 <br /> (Colluvium) s = <br /> - Becomes loose,gray without mottling,wet, <br /> fine sand. • • 15 <br /> ••• ••• <br /> Medium dense,gray, Poorly Graded Sand with <br /> Silt(SP-SM);wet;fine to medium sand; <br /> ................................................................................................................. <br /> nonplastic fines. - 20 <br /> (Colluvium) 8 <br /> - Becomes dense with 2-inch-thick dilatant silt <br /> 0 <br /> • <br /> layer. <br /> . . . . . . . . . . . . . . <br /> Medium dense to very stiff,gray Silty wit. 10 - 25 <br /> ................................................................................................................. <br /> Sand(ML);wet;dilatant,fine sand. ' <br /> (Disturbed Transitonal Beds) 11 69A <br /> Hard, gray, Clayey Silt(ML);wet; .ce 30 <br /> sand. <br /> (Transitional Beds) <br /> ................................................................................................................... <br /> - Becomes moist. <br /> .................... <br /> - Trace to no sand. 35 <br /> ................................................................................................................... <br /> BOTTOM OF BORING <br /> . .......................... .............. <br /> COMPLETED 2/14/2011 <br /> ................ <br /> 40 <br /> ................................................................................................................... <br /> 45 <br /> ................................................................................................................... <br /> ................................................................................................................... <br /> ....................................................................................:.............................. <br /> 0 ................................... <br /> J <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered Q Ground Water Level ATD % Fines(<0.075mm) <br /> I 2.0"O.D.Split Spoon Sample • %Water Content <br /> rn <br /> 0 <br /> >J_ <br /> Panaview Landslide <br /> NOTES Everett,Washington <br /> o 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. <br /> ai <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-I 01 <br /> N <br /> o January 2015 21-1-21709-002 <br /> SHANNON &WILSON, INC. <br /> Geotechnical and Environmental Consultants FIG. <br /> 2 <br /> REV 0 -Log in Progress <br />