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Laboratory <br />Blow <br />swwte <br />Depth. <br />N <br />Driller: Subterreanean Drilling, Tacoma, <br />Test <br />Count <br />N� <br />Sample <br />Washington <br />Results <br />Tyre <br />Interval <br />F— <br />Rig' MD Mud Rotary MP Observer: Pat Reed <br />(Feet)Date <br />Drilled: 12MAY99 Total Depth: 37.5 ft. <br />Location: East side of Paine Avenue between 32nd <br />(D <br />and 33rd Streets. In front of Hogland Trans. Office. <br />U) <br />Description <br />D <br />(0-1 ft. Gravelly fill.) <br />7/8/13 <br />SS-1 <br />N <br />Soft, moderate yellowish brown sandy SILT, moist, <br />s-2 Cam, <br />5 <br />trace gravel and wood debris, orange oxidized <br />MC: 32.9% <br />27" <br />SH-2 <br />zones. (Advance outwash or Fill) ML. <br />PL:24% <br />Grades stif, mottled with bluish gray silt and oxi- <br />13.:35 <br />PI: 11% <br />4/5/6 <br />SS-3 <br />lotion zones. <br />10 <br />S4 <br />4/4n <br />S$4 <br />MC: 38.7% <br />4/5n <br />SS-5 <br />Stiff, olive gay silty CLAY, moist, trace sand lay- <br />ers. Moderate plasticity, no dilatancy. <br />sa cuoaow <br />MC: 43.64�s <br />27" <br />$H�i <br />_. <br />(Glaciolacuslrine). CH. <br />PL: 28% <br />Grades medium stiff. Moisture increases. <br />u: 52.11; <br />2/2/3 <br />SS-7 <br />Grades to very stiff. Moisture decreases. <br />PI: 24.1% <br />20 <br />4/8/17 <br />SS-8 <br />Very dense olive gray silty gravelly SAND, moist, <br />25 <br />Well graded, angular to subangular, gravel sub- <br />S-9 <br />37150 <br />SS-9 <br />rounded. (Till) SW. <br />hIC: 10.414 <br />for 5" <br />30 <br />50 for 4" <br />SS- <br />10 <br />Grades sandier at 33 fl. <br />35 <br />30/50 <br />SS_ <br />-z <br />for 5" <br />11 <br />Total Depth = 37.5 ft. Borings bac>dilled with na- <br />tive materials, and scaled with bentonite to 1 foot <br />below grade. <br />45 <br />Milbor-Pita & Associates <br />Everett Intermodal <br />Figure 3 <br />Gmodwic L Twwnd d, a <br />tininxwxnw Coowham% <br />Station <br />Boring Log, MP-3 <br />Everett, Washington <br />Page 1 of 1 <br />Job No. SC 130 AM —Date_ <br />