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I <br /> I LOG OF BORING NO. B-1 Figure No. A-16 <br /> I <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 /> a ocket Penetrometer <br /> A TSF A <br /> Consistency/ ; 2 3 4 Observ. <br /> Soil Description Relative Density o Well <br /> CI- <br /> Moisture Content to SPT(N) <br /> � � Wp I----x-- WI • Blows/ft • <br /> a 1IIIIttIuI030 07 90 1,0 20 30 40 <br /> - Reddish-brawn'silty SAND with 1 <br /> 1— scattered gravel,fine grained sand, <br /> 2— moist. (SM) Loose <br /> I 3— <br /> - <br /> 4— 17.2 <br /> 5 Brown gray silty SAND with gravel,fine Medium Dense x 50/4" <br /> grained sand, moist. <br /> Iti—8 (SM) (Glacial Till) <br /> — <br /> I <br /> 9— <br /> 10- Gray silty SAND with gravel and 14.1 86/11" <br /> pockets of sand,fine grained sand, x <br /> 11 moist. (SM) (Glacial Till) <br /> 12— 3 <br /> I <br /> 1_ <br /> 13_ <br /> 14— <br /> 15-� Becomes brown gray. Very Dense 7.8 50/4" <br /> I <br /> 16—_ <br /> 17— <br /> x <br /> 18— <br /> ' 19_ <br /> 20- - Includes pockets of medium to coarse 15.5 49 <br /> 21— grained sand.I x <br /> 22_ <br /> 23-1 <br /> 24— <br /> 25- I 50/2" <br /> I No sample recovery. I <br /> 26— No change in spoils. I <br /> 27- <br /> 28— No sample recovery. <br /> I _ <br /> 29— No change In spoils. <br /> 50/1" <br /> 30— • <br /> 31— Boring terminated at 30 feet. <br /> I _ <br /> 32— No groundwater seepage encountered. <br /> 33— 'Sampler bounced on rock. <br /> Elevation obtained using handheld I <br /> 34_ GPS. I <br /> ' 35— ^tom ra f <br /> Note:This borehole log has been prepared for geotechnical <br /> + � <br /> I <br /> purposes.This information pertains only to this boring location Associates, Inc. <br /> and should not be interpeted as being Indicative of other areas <br /> of the site. Consultants In Geatechnical Engineering,Geology <br /> and Environmental Earth Sciences <br />