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Total Depth: _ 71.5 ft. Northing: Drilling Method: _Mud Rotary Hole Diam.: 4 in. <br /> Top Elevation:_ —18 ft Easting: _ Drilling Company: Holocene Drilling_ Rod Diam.: AWJ 2-5/8-inch <br /> Vert.Datum: Station: Drill Rig Equipment: BK-81 Hammer Type: Automatic <br /> Horiz.Datum: Offset: Other Comments: <br /> SOIL DESCRIPTION o E m -o cr� PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of then a :34% Z ♦ Hammer W t.&Drop: 140 lbs/30 inches <br /> subsurface materials and dolling methods. The 0 a o Qn <br /> stratification lines represent the approximate boundaries 0 <br /> between material types,and the transition may be gradual. 0 20 40 60 <br /> 0 15 67 <br /> 65 - - _ - - <br /> 0 16� <br /> 70 <br /> 0 17 67A L <br /> BOTTOM OF BORING 71.5 <br /> COMPLETED 8/13/2012 <br /> 75 <br /> 80 <br /> Y <br /> J <br /> Q <br /> 85 <br /> Q <br /> Cr <br /> U <br /> U <br /> N <br /> 0 <br /> 0 20 40 60 <br /> LEGEND <br /> Sample Not Recovered O % Fines(<0.075mm) <br /> w - <br /> Grab Sample • %Water Content <br /> 0 <br /> l 2.0"O.D.Split Spoon Sample <br /> 0 <br /> c� <br /> 14th St& 16th St-Marina District <br /> a Port of Everett <br /> Everett, Washington <br /> a <br /> NOTES <br /> r <br /> 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B-3C <br /> w <br /> 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> 0 3.USCS designation is based on visual-manual classification and selected lab testing. <br /> o January 2014 21-1-21761-003 <br /> 4.Upper 8 feet of boring was vacuum excavated. <br /> SHANNON&WILSON, INC. I FIG.A-4 <br /> Geotechnical and Environmental Consultants Sheet 3 Of 3 <br /> REV 2 <br />