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Total Depth, 71.5 R. Northing: Drilling Method: Mud Rolm/ Hole Diam.; tip, _
<br /> Top Elevation; —18 ft. Easting; Drilling Company: Holocene Drillina Rod Clam.: AWNJ 2•5/8-inch
<br /> III Vert.Datum: Station: Drill Rig Equipment; j Hammer Type: Automatic
<br /> Hartz.Datum: Offset Other Comments; k 8f
<br /> SOiL DESCRIPTION a_' o m '0 L PENETRATION RESISTANCE paws/toot)
<br /> Referfo the report text fore proper understanding of the g .a fl, 3 a? 4 A Hammer Wt.&Drop: 1401bs/3t)inches
<br /> subsurface materials and drilling methods. 0 g E e g c
<br /> stratification lines represent the approximate boundaries 0 ato
<br /> between materiel types,and the transition may be gradual ca 0 20 40 60
<br /> PAVEMENT. 0.7a
<br /> l Brown,silty,sandy GRAVEL;moist;(Hf) [ 0.9
<br /> GM. . ' M
<br /> Brown,slightly silty,fine to medium SAND, ,
<br /> trace of gravel;moist;scattered shells and
<br /> wood fragments,angular gravel;(Hf) 5 •
<br /> SP-SM. s
<br /> Very loose,brown,slightly fine gravelly, 6.5
<br /> slightly silty SAND;wet;abundant shells; O •
<br /> At
<br /> (HI)SP-SM. • ,;• a 3
<br /> 9.5 ':-;
<br /> Loose,gray,silty,fine SAND,trace of fine ; ..,,. 10 •
<br /> gravel;wet;scattered to abundant shells, ,•; • 0 4
<br /> trace of wood fragments,angular coarse •:.`-: 1
<br /> sand and gravel;(Hf)SM. sue,,.
<br /> :• 1�' o s A
<br /> :\ • —
<br /> ��' 15 O •
<br /> ;Jvr,. a e
<br /> III )Very soft to stiff,gray,slightly fine sandy 17.0 -;�-
<br /> I •
<br /> SILT,trace of clay;wet;scattered silty,fine a r
<br /> sand layers;scattered shells and wood
<br /> fragments;(He)ML. 20 ro,,
<br /> a e
<br /> 3 Very loose,gray,silty,fine to medium 23.0
<br /> ti
<br /> SAND;wet;trace of wood fragments and ✓
<br /> shells;(Ha)SM. �•- 25 0 •
<br /> Dense,dark gray to gray,slightly silty,fine 28.0
<br /> g SAND;moist;trace of shells,scattered • .11
<br /> CONTINUED NEXT SHEET •,..
<br /> 0 20• 40 60
<br /> 1sGeND
<br /> 0 %Fines(c0.075mm)
<br /> • Sample Not Recovered
<br /> ® Grab Sample • %Water Content
<br /> Plastic Limit I
<br /> 120'O.D.Spit Spoon Sample --•—� Liquid Limit
<br /> k. Natural Water Content
<br /> o
<br /> 14th St&16th St-Marina District
<br /> I Port of Everett
<br /> in Everett,Washington
<br /> a.
<br /> w tiMES
<br /> ti
<br /> ry 1.Refer to KEY for explanation of symbols,codes,abbreviations and definitions. LOG OF BORING B-2
<br /> ''' 2.Groundwater level,if indicated above,Is for the date specified and may vary.
<br /> • W 3.USCS designation is based fin visual-manual dassificaUon and selected lab testing.
<br /> -, 4.Upper 8 feet of boring was vacuum excavated. January 2014 21-1-21761-003
<br /> SHANNON&WILSON,INC. FIG.A.3
<br /> Geotechnlcal and Enrinorvnentat Conatitams Sheet 1 of 3
<br /> REV 2
<br /> SW-2
<br />
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