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Total Depth: 71.5 ft. Northing; Drilling Method: Mud Rotary Hole Diem.: n. __:4 in.. <br /> Top Elevation: -•18 R. Easting: Drilling Company: Holocene Drilling Rod Dian: AWJ 2 5/8•lnch <br /> Vert.Datum: Station: Drill Rig Equipment: 5K•81 Hammer Type: Automatic III <br /> Hertz.Datum: Offset: m Other Comments: <br /> SOIL DESCRIPTION - E "' v , = PENETRATION RESISTANCE ohms/boo <br /> Refer to the report text fore proper understanding of the <br /> a a 5 °� r...c A Hammer Wt.&Drop: 140tbsl30 Inches <br /> subsurface materials and drilling methods. The t] m 2 3 E <br /> stratification tines represent the approximate boundaries ( 0between material types,and the transition maybe gradual a 0 20.• 40 64, <br /> pumice partings from 30 to 31 feet, 0 101 <br /> scattered silt pockets from 40 to 41.5 feet; <br /> (Ha)SP-SM. <br /> •I. ..\\A\ <br /> .......... <br /> .1. -r- 35 a <br /> o 11 <br /> •• <br /> ....... 40 • <br /> :1�,. 0 12 <br /> Very dense,gray-blue,trace to slightly <br /> 43.0 ''" <br /> gravelly,slightly silty to silty SAND;moist <br /> to wet;scattered red sand grains;(Qpnf} `�.. 45 • <br /> SM/SP-SM. 0 131 <br /> .''''4* • <br /> 3 Very dense,gray,slightly silty,fine to <br /> 53.0 �, <br /> i; medium SAND;wet;scattered pockets of ,, <br /> l silty sand;(Opnf)SP-SM. ". -- 55 • <br /> 0 15 • 63A <br /> .:: <br /> a ,:a'• <br /> u ti <br /> h <br /> CONTINUE!)NEXT SHEET <br /> 0 •20 40 60 <br /> i Fob ND <br /> Recovered <br /> %Fines(<0.075mml <br /> • Sample Not Recovered <br /> ® Grab Sample • %Water Content <br /> P. 12.0'Q.Q.Spilt Spoon Sample Plastic —4,—t Liquid Limit <br /> Natural Water Content <br /> i 14th St&16th St-Marina District <br /> I Port of Everett <br /> Everett,Washington <br /> 0. <br /> 42 <br /> m tS <br /> N 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B-2 <br /> '" 2.Groundwater levet,it Indicated above,is for the date specified and may vary. <br /> w 3.USCS designation is based on visual-manual classification and selected tab testing. • <br /> January 2014 21-1-21761-003 <br /> 4.Upper 8 feet or boring was vacuum excavated. <br /> cc <br /> SHANNON&WILSON,INC. FIG.A-3 <br /> GeotecMucal and Envxwmwntai Consultants Sheet 2 of 3 <br /> REV 2 <br /> SW-2 cont. <br />