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Total Depth: 56.3 R. Northing: Drilling Method: Mud Rotary Hole Diam.: 619. <br /> Top Elevation: -18 f. Easting: Drilling Company; Holocene Dnllina Rod Diem.: AWJ 2.5/8-inch • <br /> Vert.Datum: Station; Drill Rig Equipment: 8K-a1 Hammer Type: Automatic <br /> Horiz.Datum: Offset; Other Comments: <br /> SOIL DESCRIPTION - 6. fin, . 2 , PENETRATION RESISTANCE (blowslfoot) <br /> Refer to the report text fora proper understanding of the r-,- C = 9 g ♦ Hammer Wt.&Drop: 140lbs/30 inches <br /> subsurface materials and drilling methods. The E. o. E E g or <br /> stratification lines represent the approximate boundaries to <br /> between material types,and the transillon maybe gradual. °' w fa 0 ifil49 60 <br /> SP-SM. <br /> a l0 <br /> 'r• <br /> Dense,gray-brown,slightly silty,sandy 35.0 35 <br /> GRAVEL;moist;rounded to subrounded �a p 11 <br /> gravel,scattered wood debris;(Hb) ,Q t <br /> GP-GM. s aC <br /> 1, a <br /> Very dense,gray-brown,slightly silty,fine 39 <br /> r, <br /> to medium SAND,trace of gravel;moist; 40 • <br /> (Opnf)SP-SM. 0 12T NA <br /> Very dense,gray,fine to medium SAND, 43.0 <br /> trace of silt;wet;(Qpnf)SP. ' ' <br /> :. 45 <br /> 0 13 89/11"a <br /> Very dense,gray,slightly silty,fine to <br /> 48.0 ;' IIII <br /> medium SAND moist scattered red sand <br /> grains,trace of coarse sand;(Qpnf) S0 • <br /> SP-SM. • ', <br /> 0 14 92, . <br /> ...z <br /> 55 I <br /> R Very dense,gray,slightly silty,fine SAND; 56.5.5 o u 99110'a <br /> x moist;(Opnf)SP-SM. r 56.3 3 <br /> BOTTOM OF BORING <br /> COMPLETED 8/15/2012 <br /> 0 20 40 60 <br /> LEot 113 0 %Fines(<0.075mm) <br /> • Semple Not Recovered <br /> 13 Grab Sample • %Water Content <br /> 1 12.04 0.D.Spat Spoon Sample Plastic Limit 1-111 1 Liquid Umit <br /> Natural Water Content <br /> O <br /> ts <br /> i 14th St&16th St-Marina District <br /> 1 Port of Everett <br /> Everett,Washington <br /> a <br /> t1 <br /> rr. NQ <br /> N 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B4 B <br /> 2.Groundwater level,if 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 le <br /> 4.Upper B(eel of boring was vacuum excavated. <br /> it <br /> gSHANNON&WILSON,INC. i . FIG.A•2 <br /> Geotechnical end Enrkorunental Consu5ants sheet 2 of 2 <br /> REV 2 <br /> SW-1 B cont. <br />