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, Total Depth: 101.3 ft. Northing: 340,642 ft. Drilling Method: Hollow Stem Auger Hole Diam.: 8 in. <br /> Top Elevation: 257.1 ft. Easting: 1,307,550 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 /> Horiz.Datum: WASP North Offset: - Other Comments: <br /> SOIL DESCRIPTION o a -v " PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the ..c FL d A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification Q , fE 2 E <br /> lines indicated below represent the approximate boundaries 0between material types,and the transition may be gradual. 0 20 • <br /> 20 � 40 60 <br /> � 1... <br /> 55 I- <br /> 100 <br /> 22 \ ...:........:...:..:...:...:...:......:...... ..... ...........:......:...:.�.:...;...:...:...:...Fi3� <br /> • <br /> 23 <br /> .:..:. .....:...:..:...:......:...:...:..:...:.......................................................... <br /> O <br /> 25 •:....................................................63� <br /> ...:...:............................ <br /> ..:..................................... <br /> ..................................................................................................................... <br /> . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> • <br /> Very dense, red-yellow, Silty Sand(SM)to 65.5 :....... 65 ...... ......•.... ........... ....................... .. .............98/9.".AL <br /> Poorly Graded Sand(SP); moist;trace to few :..:.;.27 ...... .. ....0................................................50/4">• <br /> friable gravel;trace tuffaceous silt beds; <br /> oxidized. :. 70 : : :•. : : : <br /> • • 28 88111°AL <br /> Pre-Vashon, Non-Glacial Alluvium(Qpnf) <br /> 50/5"AL <br /> . . . . . . . . . . . . . . . . . . <br /> • <br /> 50/6"k <br /> 84.0 ' . . . . . . . . . . . . . . . . . . . . . . . . . . . <br /> Very dense,tan to red-yellow Silt(ML) 85 • — <br /> interbedded with red-yellow,oxidized, Silty ' •...:...:.................................................................50/5"* <br /> . . . . . . . . . . . . . . . . . . . . . . . . . <br /> Sand(SM)and Poorly Graded Sand(SP); <br /> ..................................... <br /> ............................................. <br /> Z moist;trace organics. <br /> 35 • :85/10"* <br /> ..................................................................................................:............... <br /> Interbedded Pre-Vashon, Non-Glacial 90 • <br /> CI3s 93/10":.: <br /> Lacustrine Deposits (Qpnl)and Alluvium <br /> ........:...:...:...:...:.....:..:...:...:...:............N. <br /> (Qpnf) 37 I \ 96. . . <br /> cr38 95 .......................................... •6-1...:...:..............:...:...:...:....89111."a. <br /> co39 \ ...............................................$�� <br /> a <br /> CONTINUED NEXT SHEET <br /> 0 . . . . . . . .20.• . <br /> . . . . 40. . . . . . . .60 <br /> LEGEND <br /> * Sample Not Recovered ( Piezometer Screen and Sand Filter % Fines(<0.075mm) <br /> 2.0"O.D.Split Spoon Sample ® Bentonite-Cement Grout • %Water Content <br /> c. ':11 Bentonite Chips/Pellets Plastic Limit --•--1 Liquid Limit <br /> ® BentoniteNatural Water Content <br /> 0 Grout <br /> o <br /> 2 Ground Water Level ATD <br /> a Panaview Landslide <br /> = 4 Ground Water Level in VWP <br /> NOTES Everett,Washington <br /> o 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. <br /> W <br /> 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-8 <br /> N <br /> W <br /> 2 January 2015 21-1-21709-002 <br /> cc <br /> W co SHANNON&WILSON INC. FIG. <br /> Q Geotechnical and Environmental Consultants Sheet 2 of 3 <br /> 2 <br /> REV 0 -Log in Progress <br />