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HomeMy WebLinkAboutPermit Field Test & Inspection Report 2000-8-10 :: _ I '-.. - ~ I: ,(- -l-:: ~l 1 :::....,..1 _ ,:?..l. _..... j - August 10,2000 f1~r .p;1/df11J~~ bit r 1It,L. ";,JY ~ Ptl'lfS-1 1ZI- tJ'I. /. ("", 7 "",1'<~ Mr loUIS Demers 220 So 68th Place Spnngfield, Oregon 97478 RE: Subgrade Evaluation Lot 61 -1003 So. 69th Place Permit No 00-00995-01 Sprrngfleld, Oregon On August 8, 2000, a B2CC engineer observed and hand-probed the exposed subgrade on the above referenced residential bUilding lot to assess foundation beanng capacity of the soil. Lot 61 - 100350_ 69th Place, Permit No. 00-00995-01 At the time of our site VISit, the site had been excavated mto native soil approximately 7- feet below surface grade in the southwest corner to near original grade In the northeast corner. The bUIlding pad has been covered WIth a thin (2- to 3-inches) lift of gravel for leveling and the foundation forms have been set and reinforcing steel placed. The subgrade is comprised of a weathered basalt soil and fractured basait boulders and IS suitable for an allowable bearing capacity up to 1,500 pst. The subgrade soil appears to be highly expansive; therefore, we recommend presaturating the subgrade prior to pouring foundations and stabilizing the soil moisture content by covering the subgrade adjacent to the foundations with plastic sheeting and backfilling against the foundations as soon as pOSSible The general area of Lot 61 IS known to have intermittent springs and near surface ground water migration dUring the wet season, we recommend that a perimeter footing drain be placed on the sout" and west sides of the structure and that the landscape soil be sloped to direct surtace water away from all foundatIons, and water should not be allowed to pond adjacent to footings 4224 W. 7TH AVE #4 P.O. BOX 2028 EUGENE, OR 97402 OFFICE:(541] 484-4855 FAX: (541) 484-4618 BONDED / INSURED