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• <br /> i 1 <br /> Mr <br /> •ri Project: Eclipse Development,Phase IV,361h St.Pipeline Log of Boring B-5-09 <br /> Project Location: City of Everett,Washington <br />• 2 Project Number: 33758986 Sheet 1 of 2 <br /> •fi w <br /> w <br /> f j Date(s) Logged Checked <br /> 1/21/09ICY <br /> •i 4 Drilled Y By <br /> m <br /> • Qrilling H.S.Auger,Mud Rotary Drill Bit <br /> Size/type 4 1/4 in Total Depth 3 <br /> in <br /> r 9 feet <br /> , m Method of Borehole <br /> • } W Drill Rig CME70,Truck Mounted Drilling Gre o DrillingSurface 11.5 feet <br /> ` $ u9 Type Contractor gory Elevation <br /> rt <br /> Groundwater Level 6.1 feet Metmhod(ss} SPT,Shelby Tube Da Hammmer 140 lbs 30"drop auto hammer <br /> Borehole Bentonite Location N357562.3,W1308216.1 <br /> o Backfill <br /> •'; 1 N <br /> t0 <br /> 01 <br /> SAMPLES <br /> Oran C E C <br /> r 0 c o MATERIAL DESCRIPTION a REMARKS AND <br /> € mar aa)ar 5 € 'o n U D cr. OTHER TESTS <br /> ! 0 m N n E 3 o m ar <br /> liJ Z in er U' D 0 <br /> 0 <br /> r f 0 4 �GM Dark gray silty GRAVEL with sand(Pit Run),fine,medium dense, <br /> l A moist,homogeneous,angular to subrounded.No HCI reaction. _ <br /> -10 r1m i [FILL]. <br /> • - , is A- - <br /> r1�r1 <br /> z D-1 9 :8f3 = SM Dark gray silty SAND,fine to medium,medium dense,moist to <br /> o ==- - wet,stratified,rounded.No HCI reaction. - <br /> N=15 <br /> • a _ <br /> v~, 5 —--`pL Dark gray organic SILT with some root on top.very soft,moist, <br /> �i _ T -_ low plasticity,homogeneous.No HCI reaction. 6.1 ft_L- <br /> z• -5 _—_ <br /> �` " - - <br /> z 0 — r <br /> O_� D-2 0 ^ - V PP<0251sf <br /> o N=0 '-.---._ — - — PP=0.25tsf <br /> Oi w — <br /> u 10— <br /> — <br /> Illia. — 62.0 <br /> - -S S-3 :1Qlk; —r - <br /> z -0 _- — <br /> •' w <br /> a <br /> Ow i D-4 i — — PP=0.5tsf <br /> oN=2 : _- _ <br /> w — - <br /> 15- <br /> - <br /> u ML Dark gray to gray sandy SILT,trace of wood and organics,soft to <br /> t. w - - medium stiff,wet,nonpiaslic to low plastic.No HCl reaction. <br /> w --5 <br /> .i a 1 - - <br /> o D-5 2 i'87i - 35.9 PP=0.75tsf <br /> 2 <br /> VT T <br /> w N=4 .-..-.. _ - <br /> a i 2 20- - - <br /> a <br /> • az <br /> w --10 <br /> w <br /> tn <br /> �' w 3 <br /> a i „, <br /> JD6 2 ;50 <br /> 4 66.1 32,5 <br /> ac <br /> F N=6 - <br /> • 25- <br /> ;;'-SW! Bluish gray to dark gray well graded SAND to silty SAND,trace of <br /> •2 r > - :>-SM wood,occasionally with fine gravel,fine to medium,medium <br /> w -_15 < dense to dense,wet,homogeneous.rounded to subangular.No <br /> II a - HCI reaction. <br /> o -• +r <br /> 10 <br /> iog i� D-7 112 5 t 6D ' - <br /> • w N=27 .�`r.:i - <br /> (Di I'k_ w 30 _: . <br /> Illk Figure A-7.1 <br /> OZ.4 <br />