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<br /> Project: Eclipse Development, Phase IV,36th St. Pipeline
<br /> Log of Boring B-3-09
<br /> 1 Project Location: City of Everett,Washington
<br /> Project Number: 33758986 Sheet 1 of 2
<br /> 1 i 1 't2D DD railtleeds) 1/21/09 Logged Ky
<br /> By Checked
<br /> By XDH
<br /> to
<br /> --, Drillina t' Bit Total Depth
<br /> 0 - H.S.Auger,Mud Rotary w MethodSiDrill 34 feetzefType 4 1/4 in of Borehole
<br /> Drill Rig CME70,Truck Mounted g g
<br /> ctor Drillin Gregory Drillin Surface
<br /> 11.6 feet
<br /> Contra Elevation
<br /> " I:c
<br /> D Mth
<br /> Sam Groundwater Level 5.2 feet SPT,Shelby Tube 140 lbs 30"drop auto hammer
<br /> eosplingd( ) Hammer Data
<br /> ' :---• E'l Borehole
<br /> ) , g Back" Bentonite Location N357481.7, W1308206.2
<br /> i -,I ici SAMPLES
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<br /> t,- • 07
<br /> 4 i • .E c __, 'B
<br /> ca.
<br /> MATERIAL DESCRIPTION :. , REMARKS AND
<br /> : :E u) _.
<br /> o_ r_) oy OTHER TESTS
<br /> '2' 4_1? a.2,_ 9-, 's o --
<br /> ,e,
<br /> Fr
<br /> O I— Z co CC 0 J
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<br /> .,i? SM Dark to dark gray silty SAND,trace of fine gravel,fine to coarse,
<br /> i • -
<br /> ' ' I
<br /> _ ..-::-.-.- medium dense,moist,stratisied,angular to subrounde.No HCI _
<br /> :
<br /> o —10 reaction.[FILL].
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<br /> 0 ?.,::?
<br /> 5.2 ftI
<br /> _
<br /> ' r• .r)I '• >I MH Gray sandy Elastic SILT,occ:asionally with wood,soft,moist,
<br /> homogeneous,low plasticity.No HCI reaction. _ •
<br /> ' 7 z
<br /> —5
<br /> < _
<br /> 0
<br /> 1 z
<br /> g r r 8 11 D-2 1 'IrijOi; - - 43.9 PP=0.5 tst
<br /> , 2 N=2 ::-:,-,,-- -
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<br /> F
<br /> 1 L3
<br /> a.< 10
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<br /> a
<br /> ._,
<br /> w i D-4 N=2 - PP=025 1st
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<br /> 0 I'''''''' - -
<br /> w
<br /> , 6
<br /> 15—
<br /> o .:i'E- SM Gray silty SAND,occasionally with rounded fine gravel,fine to
<br /> w ,,,Ii- medium,loose,homogenepus.No HCI reaction. _r 4.
<br /> w --5
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<br /> ..
<br /> 2 ,, :.y•:.:. -o i D-5 I I#f ' •':":'—
<br /> 47.9 33.0
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<br /> 20— f:;,:i f—• —
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<br /> 4.I tu 2 i,i,. i•..,:::I-
<br /> cc
<br /> 1-• i D-6 3 ;ii i.C. - 47.5 28.3 PP=0.75 tst
<br /> 6 6
<br /> N=9 •:•'-:I:-
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<br /> . . , :'•-:.ij
<br /> I ' F 25— - .' :.
<br /> w sw/ Bluish gray to gray well graded SAND with silt and gravel,trace of
<br /> r:c
<br /> w - i.:::Itil!..,,..sm roots,fine to coarse,medium dense,wet,homogeneous.No HCI _
<br /> '
<br /> w reaction.
<br /> . --15 .:t..i;'.•:.
<br /> 0 - _
<br /> 7
<br /> i i:ir :i::::i!\•:•::;
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<br /> D-7 100 -II r5:•-••
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<br /> N=22 — ::-:.: — -
<br /> —1
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<br /> 30
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<br /> URS
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<br /> Figure A-5.1
<br /> ' 7
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