Laserfiche WebLink
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 o PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the a . s A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification a E E 2 «s a <br /> lines indicated below represent the approximate boundaries a) f j C j a) <br /> between material types,and the transition maybe gradual. <br /> 0 20 40 60 <br /> BOTTOM OF BORING <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> COMPLETED 8/12/2014 <br /> ....................... ............................................................................................ <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 55 <br /> : . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 65 <br /> .................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 70 <br /> ..................................................................................................................... <br /> 75 <br /> 80 <br /> 85 . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 90 <br /> ti <br /> .................................................. <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 95 <br /> rt <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 0 .................................... <br /> J <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered Piezometer Screen and Sand Filter 0 % Fines(<0.075mm) <br /> ? I 2.0"O.D.Split Spoon Sample ® Bentonite-Cement Grout • %Water Content <br /> ■ft Bentonite Chips/Pellets Plastic Limit I--•—H Liquid Limit <br /> Natural Water Content <br /> o <br /> 0 ® Bentonite Grout <br /> ¶ Ground Water Level ATD <br /> Panaview Landslide <br /> _ t Ground Water Level in VWP <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 /> 2 January 2015 21-1-21709-002 <br /> SHANNON&WILSON, INC. FIG. <br /> Geotechnical and Environmental Consultants Sheet 2 of 2 <br /> REV 0 -Log in Progress <br />