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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 ai -a PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text fora proper understanding of the w Z., 7 w Z A Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The stratification a T E 2 ca a <br /> lines indicated below represent the approximate boundaries a) a as 0 <br /> between material types,and the transition may be gradual. N <br /> 0 20 40 60 <br /> Loose, brown, Silty Sand with Gravel(SM); s% <br /> moist. • <br /> Fill (Hf) ::; I r . ..:...:...:......:...:...:...:...:...:...:...:...:......:...:...:...:......:...:...:...:... <br /> . <br /> Medium dense to dense, brown to gray-brown, 4.0 :: 5 <br /> Poorly Graded Sand with Gravel(SP)to Silty 2 <br /> Sand(SM); moist;trace organics; locally <br /> . . . . . . . . . . <br /> weathered. .................... .......................................................... <br /> ............... <br /> • <br /> Recessional Outwash (Qvro) :::, 4 0 • . O <br /> 120 <br /> Very dense, gray, Silty Sand with Gravel(SM); •..:...:...:......:. : .:..:...:...:...:...........:...:....." ... ..:...:...:... <br /> moist; diamict. .. •. <br /> . . . . . . . <br /> •.,,.. . . . . . . . . <br /> Vashon Till (Qvt) 15 . : : : ID. : • <br /> ...... ...................................... .................................................................. <br /> \ 50/4"A <br /> 0...:...:...:...:......: 0..:...:...:...:...:...:........ .. .. .. <br /> Very dense, gray, Silty Sand with Gravel(SM); <br /> 190 .1- -; <br /> moist;diamict chaotically interbedded with <br /> .......................................................................................... <br /> dark gray,Poorly Graded Sand with Gravel ":'' a)\ <br /> (SP);wet. $ <br /> 6/11"A <br /> ........................................................................................................:.......... <br /> Vashon Till (Qvt)and Reworked Till-like 25 : f : : : <br /> Deposits(Qvd) 10 \ <br /> 50/6 <br /> . <br /> ............. .... .....:...:.............. ......... °� <br /> • <br /> ,zT 30 50f4"A <br /> Hard, gray, Silt(ML)and Lean Clay(C 5 <br /> 13T ......................................50/6"A <br /> ........................................... <br /> moist to wet; locally clayey; locally dilatant, <br /> .................................................................................................................. <br /> massive to laminated;scattered silt partings; I \ 35 •IN. 097 <br /> 14 •88 <br /> trace scattered, clay-filled, subvertical joints. \ <br /> . . . . . . . . . . . . . . . . . . . . . . <br /> . . . . . . . . . . . . . <br /> Advance Glaciolacustrine Deposits(Qvgl); I \ •...:...:...:...: <br /> 15 ......:.......................... <br /> • 72A <br /> Z Disturbance Factor 0 <br /> 65A <br /> 17 i <br /> ...:...:...:...:...:...:...:...:...:......: : : : <br /> ,a N 45 ...:...:...:...:...:...:......:...:......:...... ........................:...�...:...:......:. ..... pss <br /> Q <br /> CONTINUED NEXT SHEET <br /> • <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered L Piezometer Screen and Sand Filter O % Fines(<0.075mm) <br /> • <br /> I 2.0"O.D.Split Spoon Sample ® Bentonite-Cement Grout % Water Content <br /> 7. <br /> M 14 Bentonite Chips/Pellets Plastic Limit I • I Liquid Limit <br /> Natural Water Content <br /> 0 ® Bentonite Grout <br /> o <br /> .7 Ground Water Level ATD <br /> Q Panaview Landslide <br /> _ 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 /> 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-8 <br /> N <br /> W <br /> 2 January 2015 21-1-21709-002 <br /> ce <br /> SHANNON&WILSON, INC. FIG. <br /> co Geotechnical and Environmental Consultants Sheet 1 of 3 <br /> m <br /> REV 0 -Log in Progress <br />