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Total Depth: 56.3 ft._ Northing: Drilling Method: Mud Rotary Hole Diam.: 6 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 L � PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the t a a t ♦ Hammer Wt.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The Q 7 d O Q <br /> stratification lines represent the approximate boundaries (� <br /> between material types,and the transition may be gradual. 0 20 40 60 <br /> PAVEMENT. <br /> Brown,silty,sandy GRAVEL; moist;(Hf) 0.4 <br /> GM. — — 'F • <br /> Gray-brown,slightly silty to silty,fine <br /> SAND;wet;scattered wood and shells; 4.0 <br /> Gray, intermixed,silty,fine SAND and fine J. 2�) • <br /> sandy SILT,trace of clay;wet;trace of 6.5 <br /> organics and shells; (Hf)SM/ML. 3LCA1 <br /> Gray, slightly silty,fine to medium SAND; <br /> wet;trace of organics and shells; (Hf) 9.0 <br /> SP-SM. 10 — <br /> Very loose,gray,silty,fine SAND;wet; 0 a <br /> trace of organics and shells; (Hf)SM. <br /> 12.0 <br /> Very loose,gray,fine sandy SILT to silty, • <br /> fine SAND;wet; large gravel at 12.5 feet, 0 51 <br /> scattered organics,trace of shells,trace of <br /> angular coarse sand; (Hf)ML/SM. 15 - - • 61 <br /> 0 6� <br /> Medium stiff,gray,slightly fine sandy, 17.0 <br /> slightly clayey SILT; moist; scattered wood 0 7� <br /> debris;(He)MH. <br /> 19.5 <br /> Loose,dark gray,silty,fine SAND; moist to 20 <br /> wet;scattered wood debris and shells; (Ha) 0 8� <br /> SM. <br /> Y Very loose,gray,silty,fine to medium 23.0 <br /> SAND;wet;scattered organics, large <br /> chunk of wood debris; (Ha)SM. 25 <br /> 0 9� <br /> Q \ <br /> Dense,gray grading to brown,slightly silty, <br /> 28.0 \ <br /> s fine to medium SAND;moist to wet; (Ha) <br /> CONTINUED NEXT SHEET <br /> 0 40 60 <br /> LEGEND <br /> * Sample Not Recovered O % Fines(<0.w5mm) <br /> Grab Sample • %Water Content <br /> 1 2.0"O.D.Split Spoon Sample Plastic Limit 1Liquid Limit <br /> Natural Water Content <br /> 14th St& 16th St-Marina District <br /> a 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-113 <br /> w 2.Groundwater level,if indicated above,is for the date specified and may vary. <br /> w <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 /> w <br /> i- SHANNON&WILSON,INC. FIG.A-2 <br /> N Geotechnical and Environmental consultants <br /> Sheet 1 of 2 <br /> REV 2 <br />