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Total Depth: _ 56.5 ft. _ Northing: Drilling Method: Mud Rotes_ _ - 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 o E a PENETRATION RESISTANCE (blowsMoot) <br /> Refer to the report text for a proper understanding of the a 0. o :3 ♦ Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The N E E o <br /> stratification lines represent the approximate boundaries t] U) a (� 0 <br /> between material types,and the transition may be gradual. 0 20 40 60 <br /> PAVEMENT. 0.6 <br /> Brown,silty,sandy GRAVEL; moist;(Hf) 0.8 <br /> GM. • <br /> Brown,slightly silty SAND,trace of fine 1LCI <br /> gravel; moist; (Hf)SP-SM. <br /> Gray,silty,fine to medium SAND,trace of 5.0 5 <br /> gravel; moist;trace of shells;(Hf)SM. • <br /> 7.0 2® <br /> Gray-brown,slightly silty to silty SAND, 3m • <br /> trace of gravel; moist;scattered wood <br /> debris;(Hf)SM/SP-SM. 8.9 <br /> 10 <br /> Medium stiff,dark gray,silty,fine SAND to <br /> fine sandy SILT;wet;abundant wood 0 a� <br /> debris,odor;(Hf)SM/ML. <br /> 12.0 <br /> Loose,dark gray,silty,fine to medium • <br /> SAND;wet; scattered to abundant wood 0 51 <br /> and shells;(Hf)SM. <br /> 15 <br /> 0 6� <br /> Loose WOOD;wet; (Hf) PT. 17'0 TT <br /> 0 71 <br /> Loose,gray,silty,fine SAND;wet; 19.5 20 <br /> scattered organics and shells; (Ha)SM. 0 8 <br /> Y Medium dense,dark gray,silty,fine to 23.0 <br /> a medium SAND;wet;scattered seams of <br /> sandy silt, scattered shells,trace of25 <br /> organics; (Ha)SM. 0 91 <br /> Q <br /> Dense, dark gray,slightly silty,fine to 28'0 <br /> medium SAND;wet;trace of angular <br /> CONTINUED NEXT SHEET <br /> 0 2T 40 60 <br /> LEGEND <br /> Sample Not Recovered O % Fines(<o.w5mm) <br /> Grab Sample • %Water Content <br /> 1 2.0"O.D.Split Spoon Sample <br /> o 3"O.D.Split Spoon Sample <br /> c� <br /> s 14th St& 16th St-Marina District <br /> a Port of Everett <br /> Everett,Washington <br /> d <br /> zo <br /> r <br /> NOTES <br /> N 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B-4 <br /> w <br /> 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> o° 3.USCS designation is based on visual-manual classification and selected lab testing. January 2014 21-1-21761-003 <br /> 4.Upper 8 feet of boring was vacuum excavated. <br /> w SHANNON&WILSON,INC. FIG.A-5 <br /> v' Geotechnical and Environmental Consultants <br /> a Sheet 1 of 2 <br /> REV 2 <br />