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0 <br /> • i <br /> i ` <br /> W,t <br /> o Project: Eclipse Development, Phase IV,36th St. Pipeline Logof BoringB-3-09 <br />• N <br /> Project Location: City of Everett,Washington <br />!1 q Project Number: 33758986 Sheet 1 of 2 <br /> F. <br /> ce Date(s) Logged Checked <br /> 110i1 Drilled 1/21/09 By KY By XDH <br /> Drilling H.S.Auger,Mud Rotary Drill Bit 4 1/4 in Total Depth 34 feet <br /> o Go Method Size/Type of Borehole <br /> W <br /> Drill Rig CME70 Truck Mounted Drilling Gregory Drilling Surface 11.6 feet <br /> N Type Contractor Elevation <br /> i Groundwater Level 5.2 feet Sampling <br /> SPT,Shelby Tube HamData mer 140 lbs 30"drop auto hammer <br />• a <br /> c' Borehole a Bentonite <br /> Backfill Location N357461.7, W1306206.2 <br /> N <br /> ioi , 2 SAMPLES <br /> m <br /> ED <br /> ,y, o o <br /> o w o <br /> MATERIAL DESCRIPTION a REMARKS AND <br /> 4 ` 7w ` oaa v a 5 � Q VZ w.2 a a o m 0 Uj D rn�d OTHER TESTS <br /> • <br /> EE <br /> I— Z oo Q` 6D O <br /> ` o <br /> co 0 ""''? SM Dark to dark gray silty SAND,trace of fine gravel,fine to coarse, <br /> medium dense,moist,stratisied,angular to subrounde.No HCI _ <br /> ` o -10 reaction.[FILL]. <br /> • a — <br /> • Z i D1 3 5 .. <br /> - 2 N=19 ." - - - <br /> > 5 MH Gray sandy Elastic SILT,ocdasionaly with wood,soft,moist, ft— <br /> ;r t z homogeneous,low plasticity.No HCI reaction. - <br /> •i - a —5 - <br /> U <br /> Sr _ F D-2 1 1t3t 43.9 PP=0.5tsf <br /> w N=2 ° - PP=0.75 Lsf <br /> i (7 <br /> Q <br /> 10 ii r` S S-3 95 — <br /> F. - <br /> Z —0 <br /> f -, > i D-4 7 'ft� : PP=0251sf <br /> ii15— <br /> SM Gray silty SAND,occasionally with rounded fine gravel,fine to <br /> W _ --- medium,loose,homogenepus.No HCI reaction. _ <br /> •' W 5 <br /> Q <br /> �_ y <br /> ` a 1 <br /> • D-5 3 €€6fi <br /> 47.9 33.0 <br /> n Wo iii <br /> N=4 - <br /> Ilri 2 20— — — <br /> a j i <br /> 41 ES <br /> Y f h -,11) <br /> • <br /> D-6 3 ":67 <br /> ir <br /> 6 `� 47.5 28.3 PP=0.75 tst <br /> 40 <br /> a r - F. <br /> N=9 .:- <br /> w <br /> 25— <br />�l '•'SW/ Bluish gray to gray well graded SAND with silt and gravel,trace of <br /> > _ 'N._SM roots,fine to coarse,medium dense,wet,homogeneous.No HCI _ <br /> LLw --15 reaction. <br /> iD-7 12 i'iRii ?.;:-::::i---a,:`. <br /> 41 w n N=22 =::..-1.- <br /> ". <br /> I, o' 30 <br /> ,•i w <br /> • _ Figure A-5.1 <br /> . <br /> , <br />