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Total Depth: 56.3 ft. Northing: _ Drilling Method: Mud Rotate 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 4) o zt� PENETRATION RESISTANCE (blows/foot) <br /> Refer to the report text for a proper understanding of the wa a :3 -6 ♦ Hammer W t.&Drop: 140 lbs/30 inches <br /> subsurface materials and drilling methods. The T O E O c <br /> stratification lines represent the approximate boundaries to if N 0 CD <br /> 0 <br /> between material types,and the transition may be gradual. 0 40 60 <br /> SP-SM. <br /> : 0 10 <br /> Dense,gray-brown,slightly silty,sandy 35.0 35 -- <br /> 0 11� <br /> GRAVEL;moist;rounded to subrounded <br /> gravel,scattered wood debris; (Hb) <br /> GP-GM. o <br /> Very dense,gray-brown, slightly silty,fine 39.0 <br /> to medium SAND,trace of gravel; moist; 40 <br /> (Qpnf)SP-SM. 0 12� -- 68A L <br /> Very dense, gray,fine to medium SAND, 43.0 <br /> trace of silt;wet; (Qpnf)SP. <br /> 45 <br /> 0 13� 89/11" <br /> Very dense,gray,slightly silty,fine to 48.0 <br /> medium SAND; moist;scattered red sand <br /> grains,trace of coarse sand;(Qpnf) 50 <br /> SP-SM. 0 141 92 <br /> z <br /> Y <br /> J <br /> 55 <br /> Very dense,gray,slightly silty,fine SAND; 55.5 0 15� 99/101, <br /> v <br /> moist;(Qpnf)SP-SM. 56.3 <br /> BOTTOM OF BORING <br /> COMPLETED 8/15/2012 <br /> 0 <br /> J <br /> 0 20 40 60 <br /> LEGEND <br /> * Sample Not Recovered <br /> O % Fines(<0.075mm) <br /> Grab Sample • %Water Content <br /> N 2.0"O.D.Split Spoon Sample Plastic Limit 1--I Liquid Limit <br /> 0 <br /> Natural Water Content <br /> 14th St& 16th St-Marina District <br /> Q Port of Everett <br /> Everett, Washington <br /> a <br /> NOTES <br /> r <br /> N 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B-1 B <br /> 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 /> C January 2014 21-1-21761-003 <br /> 4.Upper 8 feet of boring was vacuum excavated. <br /> of <br /> N SHANNON &WILSON, INC. I FIG.A-2 <br /> a Geotechnical and Environmental Consultants Sheet 2 Of 2 <br /> REV 2 <br />