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. Total Depth: 65 ft. Northing: 340,754 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 8 in. <br /> Top Elevation: 254.6 ft. Easting: 1,307,364 ft. Drilling Company: Cascade Drilling Rod Diam.: NWJ 2-5/8" <br /> Vert.Datum: City of Everett Station: - Drill Rig Equipment: CME 75 Hammer Type: Automatic <br /> Hods. Datum: WASP North Offset: - Other Comments: <br /> SOIL DESCRIPTION • o a4i -a L PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the .� E -ELo .s A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification -aE p_ <br /> lines indicated below represent the approximate boundaries a)• t j a (0 <br /> between material types,and the transition may be gradual. <br /> 0 20 � 40 60 <br /> Hard, mottled gray to blue-gray to green-gray, 20 I \ <br /> Clayey Silt(ML)to Silty Sand(SM); moist; <br /> massive to locally laminated;trace coarse 21 •......................... ..:.... ...........:...... <br /> sand;transitional beds. <br /> 55 : : : : : : : : : •: : : : : : <br /> - Pre-Vashon Alluvium-Olympia Beds(Qpnf) /— 56.0 :. 22 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> .......... ...................................................................................................... <br /> Very dense,gray to green-gray, Poorly Graded 23 <br /> Sand(SP)to Silty Sand(SM); moist;fine to <br /> coarse sand;friable, subangular :::•.24 1 0 • 50/6"* <br /> volcaniclastics. <br /> ....... ............................................................................................................ <br /> Pre-Vashon Alluvium-Olympia Beds(Qpnf) ......▪.... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ..▪ ., <br /> BOTTOM OF BORING 65.0 ''''''' 65 <br /> ................................................................................................................... <br /> COMPLETED 8/20/2014 ' 7' <br /> \ 70 <br /> O /— <br /> ..................................................................................................................... <br /> 75 <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> 80 <br /> 85 . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> Z <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> e 95 <br /> Z ............................... <br /> o <br /> O ........................................................... <br /> J <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered DEITI Piezometer Screen and Sand Filter O % Fines(<0.075mm) <br /> 2.0'O.D.Split Spoon Sample ® Bentonite-Cement Grout • %Water Content <br /> 17 <br /> M 111:;:'. Bentonite Chips/Pellets Plastic Limit �--•—� Liquid Limit <br /> o Natural Water Content <br /> a ® Bentonite Grout <br /> a Ground Water Level ATD <br /> a Panaview Landslide <br /> x 31 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 /> ci <br /> 0 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> Cu 3.USCS designation is based on visual-manual classification and selected lab testing. LOG OF BORING B-7 <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 2 of 2 <br /> REV 0 -Log in Progress <br />