|
O l
<br /> i,
<br /> 10:. r ' .
<br /> 4071 a Project: Eclipse Development,Phase IV,36th St.Pipeline Log of Boring B-1-09
<br /> "' Project Location: City of Everett,Washington
<br /> f Project Number: 33758986 Sheet 1 of 2
<br /> 4107-1 Q•
<br /> w
<br /> rt Date(s) 1/20/09 Logged KY Checked
<br /> Drilled By By
<br /> m XDH
<br /> Drilling H.S.Auger,Mud Rotary Drill Bit 4 1/4 in Total Depth 44 feet
<br /> • } m Method Size/Type of Borehole
<br /> E Drill Rig CME70,Truck Mounted Drilling Gregory Drilling Surface 16.9 feet
<br /> i en Type Contractor Elevation
<br /> cc Groundwater Level 3.8 feet Sampling
<br /> (s} SPT,Shelby Tube Hammer 140 lbs 30"drop auto hammer
<br /> • a
<br /> t m Borehole Bentonite Location N356816.4,W1307880.9
<br /> • o Backfill
<br /> N
<br /> SAMPLES G
<br /> �s...r c:i OC -C J co V e
<br /> : " ,, �, m MATERIAL DESCRIPTION o --Q- REMARKS AND
<br /> Ilk J > C-`• Q w >9. L N a, ' OTHER TESTS
<br /> z w. ow >, n o 4-; m u�) c. �m o 0
<br /> rr 0 I- Z m n .() : ii� C3 �O
<br /> or o
<br /> f 0 ...gal
<br /> ' GW Dark gray to gray,well graded GRAVEL with sand(Pit Run),
<br /> ,bjmr6_ medium dense,moist,homogeneous,subangular.No HCI
<br /> t r Od reaction.[FILL].
<br /> II 2 —15 ,! ,�
<br /> a .•�a SM Gray to greenish gray silty SAND,occasionally with gravel,
<br /> ri , o 16 occasionally with fine gravel,wood,fine,dense to loose,moist to _ 18 10
<br /> z D-1 16 27 wet,homogeneous,subangular.No HCI reaction.
<br /> • 3.8 ftY •
<br /> g
<br /> . N=37
<br /> a
<br /> > 5-
<br /> z
<br /> •z .- < -10 -
<br /> z 1 ..o: ' w i
<br /> D-2 6 fib - -
<br /> -
<br /> w N=9
<br /> r a. 10 --:;r— - :i':•r 31 17
<br /> D3 5s5) -
<br /> N=9 => ----1
<br /> • 1-1-1 —5 :�•>>: :
<br /> • 1 —y e 3 PT/ Dark PEAT to organic SILT with some wood,shells,pieces of
<br /> 2 e !-ML glass,nails.soft,wet,low plasticity,homogeneous to strtatifed. 139
<br /> t y D-4 20 .,4. t No HCl reaction.
<br /> 2
<br /> • 18N-4 ,, -
<br /> •. i } —
<br /> T. 15— `s..
<br /> U L S
<br /> w t5333
<br /> ,,, _ 3. Et- -
<br /> ? w e Y3:3
<br /> iv t' d 2 i'A35 3 _
<br /> v. , k - 69
<br /> o 3 20 ' u
<br /> � D-5 u N=8 s 3.,:.L.. _
<br /> w e .+
<br /> • a
<br /> • a r S 7 t _
<br /> w t _4- •
<br /> "' —.5 L' f -
<br /> W 0 !
<br /> • FN=2 :-' �0;,.. -
<br /> L • S
<br /> F 25—S S-7 0 1.. •LS— —
<br /> Alit 1 w 14L31
<br /> w t, • -4
<br /> LIJ
<br /> --10 1 MH Brownish gray to gray elastic SILT,soft,wet,trace of wood
<br /> 3 pieces,gravel,soft,wet,low plasticity.No HCI reaction. _ 117
<br /> •: N=4 _ _
<br /> wi
<br /> Il
<br /> 0 30
<br /> w
<br /> • 0 URS
<br /> iv
<br /> Figure A-3.1
<br /> i.
<br /> •
<br />
|