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Laboratory <br />Blow <br />S-TI <br />Depth, <br />0. <br />Driller: Cascade Drilling, Tacoma, Washington <br />Test <br />Count <br />y � <br />Sample <br />>, <br />Rig: CME 75 H.S.A. MP Observer: Pat Rued <br />Results <br />TyT, <br />Interval <br />F— <br />Date Drilled: 231.11.99 Total Depth: 51.5 ft. <br />(Feet) <br />(n <br />Elevation: <br />Ut <br />Location: East side of Smith Avenue, 15 feet west <br />(A <br />D <br />Description <br />Very loose, moderate yellowish brown silty <br />s-3 <br />4/1-18" <br />SS-1 <br />sandy GRAVEL, wet, angular, with asphalt. <br />PL: 33°,: 35.8;6 <br />L: <br />1/2/5 <br />SS-2 <br />5 <br />' <br />'" <br />(Fill) GM. <br />17.: 43% <br />3/5/5 <br />SS-3 <br />PI: 11% <br />5/6/9 <br />SS-4 <br />SGti; moderate yellowish brown sandy silty CLAY, <br />s-5 <br />2/3/3 <br />SS-5 <br />xa <br />moist, trace gravel and wood debris, Mottled with <br />Me:3r.% <br />4f 18 <br />SS-6 <br />10 <br />bluish gray silt and oxidation zones. CL. Water at <br />5 ft. Grades sandier toward base. <br />15 <br />5/10/13 <br />SS-7 <br />Very dense olive gray SAND, trace silt, trace <br />gravel, moist to wet, with 1/2-1" layers of fine <br />20 <br />sand and silty sand. Medium grained, poorly <br />s a <br />ntC:10.7". <br />23/29/45 <br />SS-8 <br />graded, angular to subangular, gravel sub - <br />rounded. (Recessional outwash) SW/SM. <br />50 (" <br />25 <br />Very dense olive gray silty gravelly SAND, moist <br />SS-9 <br />E <br />to wet, well graded, atigular to stbangular, gravel <br />subrounded. (Till) SW. <br />30 <br />26/30/31 <br />SS- <br />10 <br />35 <br />Very dense yellowish brown silty SAND, fine to <br />20/30/30 <br />SS- <br />I I <br />medium grained, with interlayers of yellowish <br />brown silt and gray silt. 1/4" to 1/2" zones of or- <br />40 <br />ange oxidation, and black (organics?), moist. <br />15/20/23 <br />SS- <br />(Advance Ouhrash), SM. <br />12 <br />Note: at 43 feet drilling became easier, probably <br />45 <br />due to water. FM starting to heave. SWL not meas- <br />ured. <br />Milbor-Pita & Associates <br />Everett Intermodal <br />Figure 4 <br />Cukal'T�tand <br />1m%vwvnaan1 Con hant% <br />Station <br />Boring Log, MP4 <br />Everett, Washington <br />Page 1 of <br />Job No. SC 130 APp_Date_ <br />