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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 y v PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the w .0 C& fl cF ♦ Hammer Wt. &Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The >. 2 <br /> stratification lines represent the approximate boundaries 0 U) d (� CD <br /> � <br /> between material types,and the transition may be gradual. 0 20 40 60 <br /> pumice partings from 30 to 31 feet, o ,o <br /> scattered silt pockets from 40 to 41.5 feet; <br /> (Ha)SP-SM. <br /> T. <br /> 35 - <br /> 40 <br /> 0 12 <br /> Very dense,gray-blue,trace to slightly 43.0 \ <br /> gravelly,slightly silty to silty SAND; moist \ <br /> to wet;scattered red sand grains; (Qpnf) 45 —- <br /> SM/SP-SM. 0 13� <br /> 0 141 50 50/5„ <br /> Y Very dense, gray,slightly silty,fine to <br /> 53.0 <br /> medium SAND;wet;scattered pockets of <br /> silty sand; (Qpnf)SP-SM. TT 55 • <br /> 0 151 63 <br /> Q <br /> c <br /> U <br /> U <br /> ti <br /> 0 <br /> CONTINUED NEXT SHEET <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered O % Fines(<o.w5mm) <br /> Grab Sample • %Water Content <br /> l 2.0"O.D.Split Spoon Sample Plastic Limit a 0 Liquid Limit <br /> 0 <br /> Natural Water Content <br /> z 14th St& 16th St-Marina District <br /> Q Port of Everett <br /> Everett, Washington <br /> a <br /> NOTES <br /> N 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B-2 <br /> N 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> w <br /> 3.USCS designation is based on visual-manual classification and selected lab testing. <br /> o <br /> 4.Upper 8 feet of boring was vacuum excavated. January 2014 21-1-21761-003 <br /> W <br /> W SHANNON &WILSON, INC. I FIG.A-3 <br /> < Geotechnical and Environmental Consultants <br /> a Sheet 2 of 3 <br /> REV 2 <br />