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Laboratory <br />Blow <br />Sample <br />Depth, <br />fl. <br />Driller: Subterreanean Drifting, Tacoma, WA <br />Test <br />Count <br />N <br />Sample <br />� <br />Rig: MD Mud Rotary MP Observer: Pat Reed <br />Results <br />Type <br />Interval <br />I— <br />Date Drilled: I IMAY99 Total Depth: 41.5 ft. <br />(Feet) <br />u) <br />Elevation: Location: East side of Smith Avenue <br />Ur <br />between 33rd and 34th Streets. <br />Description <br />Very loose, moderate yellowish brown silty sandy <br />st <br />MC: 28.2% <br />7/6/6 <br />SS-1 <br />GRAVEL moist,an lar, with asphalt. ill <br />5 <br />NR <br />SH-2 <br />Loose, moderate yellowish brown silty SAND with <br />trace gravel, trace clay, moist, oxidized layers, <br />s-3 <br />clasts subrounded. (Advance outwash or Fill) SM. <br />MC: 21.990 <br />3/3/12 <br />SS-3 <br />10 <br />Dense olive gray SAND, trace Eilt, trace gravel, <br />19/25/21 <br />SS 4 <br />S-5 <br />50 for 6" <br />SS-5 <br />moist to wet, with 1/2-1" layers of fine sand and <br />Aic: 18.5% <br />15 <br />:: <br />silty sand. Layered coarse to medium grained, <br />27/42/50 <br />SSA <br />......... <br />poorly graded, angular to subangular, gravel sub - <br />rounded. (Till) SW. <br />20 <br />Silt content increases with depth. Wet at 20 fl. <br />15/22/29 <br />SS- <br />.... <br />.............. <br />Note: metal debris found in sampler at 25 ft. <br />25 <br />Very stiff, bluish gray silty CLAY, moist, trace <br />MC:20.206 <br />14/22/34 <br />SS-8 <br />sand layers. Moderate plasticity, -to dilatancy. <br />(Glaciolp.,.ustrine). CL <br />30 <br />s <br />Very dense moderate yellowish brown silty SAND, <br />NR on <br />SS-9 <br />SH aft., <br />trace gravel, moist to wet, layered, ricdium <br />SS used. <br />35 <br />grained, poorly graded, angular to subangular, <br />45/42/40 <br />SS- <br />gravel subrounded. (Advance outwash) SM/SW. <br />10 <br />Very stiff, bluish gray silty CLAY, moist, trace <br />40 <br />sand layers. Moderate plasticity, no dilatancy. <br />50/47/50 <br />SS- <br />(Glaciotacustrine). CL <br />for 4" <br />11 <br />45 <br />Total Depth = 41.5 ft. Borings backfrlled with na- <br />tive materials, and scalod with bentonite to 1 foot <br />below grade. Asphalt road surface patched with <br />Concrete. <br />Milbor-Pita & Associates <br />Everett Intermodal <br />Figure 2 <br />Gcoiatuucal, Tw 1,, uu1 <br />Em romnem� alClte ti <br />Station <br />Boring Log, MP-2 <br />Everett, Washington <br />Page 1 of 1 <br />Job No. SC 130 AIR—Dak_ <br />