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1 <br /> I LOG OF BORING NO. B-2 <br /> Figure No. A-17 <br /> Project: Intermec Site Project No: T-6241 Date Drilled: 7/29/08 <br /> Client: Panattoni Development Driller: Bortec Logged By: JMC <br /> Location: Everett,Washington Approx. Elev: N/A <br /> Iw Pocket Penetrometer <br /> n TSF '" <br /> a) 1 3 4 Observ. <br /> E Soil Description Consistency/ , , , , <br /> �, Relative Density Moisture Content% SPT(N) <br /> o. Wp 1---x--I WI • Blows/ft • Well <br /> m co 10 30 50 70 90 10 20 30 40 <br /> ❑ u) t i i i i i r i i . i i I I <br /> ' - 1 <br /> 2— <br /> 3— Reddish to brown silty SAND with 1 <br /> I scattered gravel,fine grained, moist. Loose 1 <br /> 4- (SM) j <br /> 5 24.5 5 .. <br /> 6— I x I • <br /> I 7 <br /> 8- I <br /> 9— <br /> I <br /> 10- Reddish-brown SAND with silt,pockets <br /> of silty SAND,fine grained sand with 14.3 62 <br /> 11— pockets of medium and coarse grained Very Dense x <br /> 12— sand, moist. (SP-SM) <br /> I 13_ - - <br /> 14— <br /> 15- • 12.0 I 50/5" <br /> 17 <br /> 18— <br /> ' 19— <br /> 20 i Brown SAND,trace silt,fine grained 9.r1 50/6" <br /> 21- sand with pockets of medium and Very Dense <br /> 22— coarse grained sand,moist. (SP) <br /> 1 23- <br /> 24- 9.3 <br /> 25 1 x 50/6" <br /> I 26 <br /> 27— <br /> 28= <br /> I 29—- <br /> __.i_ 8.1 50/5 <br /> 30 x <br /> 31— <br /> 32— Boring terminated at 30.5 feet. <br /> - No groundwater seepage encountered. <br /> 33— Elevation obtained using handheld <br /> 34— GPS. <br /> I 35— <br /> Note:This borehole log has been prepared for geotechnicai _-,I Terra <br /> purposes.This Information pertains only to this boring location x W-•mil Associates, Inc. <br /> I and should not be interpeted as being Indicative of other areas ,;; <br /> of the site. Consultants In Geotechnicat Engineering,Geology <br /> and Environmental Earth Sciences <br /> I <br />