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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 2-518-inch <br /> Vert.Datum: Station: Drill Rig Equipment: BK-81 Hammer Type: Automatic <br /> Horiz.Datum: Offset: Other Comments: <br /> SOIL DESCRIPTION aE zl:� PENETRATION RESISTANCE (blowsifoot) <br /> Refer to the report text for a proper understanding of thew .0 a a :3t ♦ Hammer Wt.&Drop: 1401bs/30 inches <br /> subsurface materials and drilling methods. The T 0 E o <br /> stratification lines represent the approximate boundaries Wa M U <br /> between material types,and the transition may be gradual. 0 20 40 60 <br /> PAVEMENT. 0.7 <br /> Brown,silty,sandy GRAVEL; moist;(Hf) 0.9 <br /> GM. <br /> Brown,slightly silty,fine to medium SAND, �LC21 <br /> trace of gravel;moist; scattered shells and <br /> wood fragments, angular gravel; (Hf) 5 <br /> SP-SM. 2[a <br /> Very loose, brown,slightly fine gravelly, 6.5 <br /> slightly silty SAND;wet;abundant shells; 0 0 <br /> (Hf)SP-SM. ° 3I <br /> Loose,gray,silty,fine SAND,trace of fine 9.5 10 <br /> gravel;wet; scattered to abundant shells, 0 4 <br /> trace of wood fragments,angular coarse <br /> sand and gravel; (Hf)SM. <br /> 0 5� <br /> 15 <br /> ° 61 <br /> 'Very soft to stiff,gray,slightly fine sandy 17.0 <br /> �� • <br /> SILT,trace of clay;wet;scattered silty,fine 0 7� <br /> sand layers;scattered shells and wood <br /> fragments; (He)ML. 20 <br /> o ej <br /> Y Very loose,gray,silty,fine to medium 23.0 <br /> a SAND;wet;trace of wood fragments and T. <br /> shells; (Ha)SM. 25 <br /> v 0 9� <br /> QT. <br /> S <br /> m <br /> Dense,dark gray to gray,slightly silty,fine 28'0 <br /> SAND;moist;trace of shells,scattered <br /> CONTINUED NEXT SHEET AL <br /> 0 20 40 60 <br /> LEGEND <br /> Sample Not Recovered O % Fines(<0.075mm) <br /> Grab Sample 0 %Water Content <br /> 1 2.0"O.D.Split Spoon Sample Plastic Limit ' 0 Liquid Limit <br /> 0 <br /> Natural Water Content <br /> 3 14th St& 16th St-Marina District <br /> a Port of Everett <br /> Everett, Washington <br /> c7 <br /> NOTES <br /> r <br /> ry 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B-2 <br /> w <br /> 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> 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. FIG.A-3 <br /> < <br /> a Geotechnical and Environmental Consultants <br /> � Sheet 1 of 3 <br /> REV 2 <br />