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Laboratory <br />Blow <br />S"Ie <br />Depth, <br />Q <br />Driller: Subtcrreanean Drilling, Tacoma, WA <br />Test <br />Count <br />ti l <br />Sample <br />A <br />Rig: MD Mud Rotary MP Observer: Pat Reed <br />Results <br />Type <br />Interval <br />1— <br />Date Drilled: 51111" Total Depth: 41.5 ft. <br />(Feet) <br />(n <br />Elevation: Location: East side of Smith Avenue <br />Vr <br />between 32nd and 35th Strays. In front of O'Day. <br />(n <br />Description <br />s t <br />Very loose, moderate yellowish brown silty sandy <br />1+c:2o.4°4 <br />3/2/1 <br />SS-1 <br />- <br />GRAVEL, moist, angular, with asphalt. (Fill) <br />5 <br />Ss2 comow. <br />20., <br />y. <br />Soft, moderate yellowish brown sandy silty CLAY, <br />MC: <br />SH-2 <br />`. <br />moist, trace gravel and wood debris, orange oxi- <br />5% <br />41 <br />deed zones. (Advance outwash or Fill) CL. <br />PI: 16% <br />4n18 <br />SS-3 <br />10 <br />Grades stiff, mottled with bluish gray silt and oxi- <br />10/8/9 <br />SS-4 <br />x <br />dation zones. <br />s-s <br />very stiff, moderate yellowish brown silty CLAY, <br />MC: 42.4%� <br />PU 24% <br />5n110 <br />SS-5 <br />-' <br />szsc <br />: <br />15 <br />moist, trace sand layers. Moderate plasticity, no <br />PIzs•6 <br />PI: <br />6/5/6 <br />SS-6 <br />r <br />dilatancy. (Glaciolacustrine). CH <br />20 <br />Very dense olive gray SAND, trace sill, trace <br />27" <br />SH-7 <br />gravel, moist to wet, with 1/2-1" layers of fine sand <br />: <br />and silty sand. Meditun grained, poorly graded, <br />MC: 61.7% <br />25/33/27 <br />SS-8 <br />25 <br />y <br />,y' <br />:, <br />,.,,; <br />angular to subangular, gravel subroundcd. (Till) <br />27/37/50 <br />SS-9 <br />; ;; <br />"""'" <br />SW' <br />for 5" <br />...;;;� <br />Silt content increases with depth. <br />30 <br />............ <br />fill <br />29/38/50 <br />SS - <br />fill <br />for 5" <br />10 <br />.............. <br />............. <br />......; • <br />Very dense olive gray SAND, trace silt, trace <br />35 <br />45/50 <br />SS- <br />;;;;;;; <br />gravel, moist to wet, medi un grained, poorly <br />for 5" <br />11 <br />;;;;;;; ;; <br />graded, angular to subangular, gravel subrounded. <br />(Advance outwash) SW. <br />40 <br />50 for <br />SS- <br />5.5" <br />12 <br />.............. <br />45 <br />Total Depth = 41.5 ft. Borings back611ed with na- <br />tive materials, and scaled with bentoWte to 1 foot <br />below grade. Asphalt road surface patched with <br />concrete. <br />Milbor-Pita & Associates <br />Everett Intermodal <br />Figure 1 <br />C Xodmical, fennel. and <br />EA,i untalComltaniv <br />Station <br />Boring Log, MP-1 <br />Everett, Washington <br />Page 1 of 1 <br />Job No. SC 130 _Date__ <br />