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<br /> • 1 Project: Eclipse Development,Phase IV, 36th St.Pipeline Logof BoringB-4-09
<br /> i k Project Location: City of Everett,Washington
<br /> 2 Project Number: 33758986 Sheet I of 2
<br /> w
<br /> t to Date(s) Logged �, By
<br /> XDH
<br /> Drilled 1/22/09 y
<br /> r . my
<br /> Drilling H.S.Auger,Mud Rotary Drill Bit 4 1/4 in Total Depth 34 feet
<br /> m Method Size/Type of Borehole
<br /> r t w Drill Rig Drilling Surface
<br /> • w Type CME70,Truck Mounted Contractor Gregory Drilling Elevation 12.8 feet
<br /> Groundwater Level 4.8 feet Metmhad(s) SPT,Shelby Tube Datamer 140 lbs 30"drop auto hammer
<br /> c3 Borehole
<br /> cS
<br /> Observation Well Installed Location N357481.6,W1308233.7
<br /> g Backfill
<br /> •• N
<br /> .t co.., .SAMPLES
<br /> .n
<br /> II
<br /> el c
<br /> a C J U
<br /> MATERIAL DESCRIPTION - a REMARKS AND
<br /> 0 m a)u' m E 3 o n. v o, OTHER TESTS
<br /> `` m 0- o m
<br /> Z W�... Q.._. T 7 N fn ;47
<br /> rl I- Z m 2 C7 ) 0
<br /> 0
<br /> W. co o
<br /> ,igi 4 GM Dark gray silty GRAVEL with sand(Pit Run),medium dense,
<br /> a - , A,._ moist,homogeneous,subangular_No HCI reaction.(FILL]- _
<br /> 0
<br /> • cc
<br /> a ..- n''o SP/ Brown poorly graded SAND with silt,fine to medium,medium
<br /> z -10 D 1 8 51 • `-ML dense,wet,homogeneous,rounded.No HCI reaction. - 9-3 20.5
<br /> •' o N=13 - "—
<br /> •` _ . ' 4.8 f11
<br /> r~i, 5 ML Gray sandy SILT,trace of wood,soft,wet,low plasticity,
<br /> I' z homogeneous.No HCI reaction.
<br /> a
<br /> • _,
<br /> Z o
<br /> or , F -5 II D 2 2 ;yam 44.8 PP=0.5 tsf
<br /> o N=3 ....
<br /> w -
<br /> s , a =ar:;:
<br /> > I -S S-3 s1�s; —
<br /> �, _ z — OL Dark organic SILT with some wood.soft,wet,low plasticity,
<br /> ... _ homogeneous.No HCI reaction. -,
<br /> • a 3 —
<br /> 0 _0 D 4 1 : 104.9 PP=025tsf
<br /> r , > 3 0 - —
<br /> o N=4 _-- -
<br /> w —Aii,,,_ e
<br /> a 15- _ -
<br /> U
<br /> w - —
<br /> w SM Bluish gray silty SAND,fine,loose,wet.No HCI reaction.
<br /> •i.s xa 3
<br /> -
<br /> o -"5 D 5 4 J - 38.9 38.2 PP=1tsf
<br /> Or F i
<br /> N=7 .. _
<br /> 0. : SM/ Bluish gray silty SAND to poorly graded SAND,fine to coarse,
<br /> .. w - ri-SP medium dense to dense,wet,homogeneous.subrounded.No _
<br /> e w HCI reaction.
<br /> N _
<br /> • ~ -
<br /> . 10 iD-610 $:7 - 25.3 29.0
<br /> Or F• N=15 "6
<br /> 25-
<br /> w
<br /> i 15 p 8 13 ''' - - 5.4 20.6
<br /> 21
<br /> w N=34 -
<br /> • . w1 30
<br /> • 0 TARS
<br /> a ,
<br /> Figure A-6.1
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