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HomeMy WebLinkAboutPermit Field Test & Inspection Report 1999-3-19 r :ar-23-99 09:66A __ti..r Engin....ring r'" 'ORTIER ENGINEERING, P.c. &41)484-6869 II'" 1 P.02 It " f'f1.11h/1.ll11 12tl1 PEARL STREET EUGENE, OREGON 97401 PHONE (114') _-9080 . FAX (541) 484-6859 STRUCTURAL BUILDING DESIGN. FIRE PROTEcnDN CODE CONSULTANT. PlAN CHECKlNO CONSTRUcnON INSPEcnON March 19, 19lJ<) A.K, Slicklcr 36579 Alder "ranch Road Springfield. OR 97478 RE: 6l:l66 Olat;ier. Springtield. OR - Site/Soils - W.O.1t11650 A,; you requesled. an initial silc and Subscqucnl gravel compaclion inspection were performed allhis silC in prcpllnllion for Ihe construclion involving foundations for the proposed re.~idcnce_ " Allhe lime of lhC,inilial inspeclion approxilTllllcly 6" of 3/4" minus crushed rock had been placcd on Ihe silC. Expansive type clay soils were evidcnt in !hc cut banks exposed at this timc. It WlL~ recommended that !his six inches be compacted and an additional 6" of cru~hed rock be installed a1 the footing areas with a minimum wid!h of 5'0" _ This wa.~ accomplished. The compaction of the gravel surface is greater!han 95% 'Of a standard pructor. per ASTM D698-91. .~ ,," J hope you tlnd this repurl adequalc for you;'purposes at this time, Please conlact me if you havc further questions, Thank you for this opportunity to be of scrvice. l- t; , ..."-~. -.,......- . Very truly yours. . e, Owcn Grovcr Jr,. P.r:. OLGlcew ~ {p-t i3D~ cJ f !f~Y1~ l4. ~ - ---- ,..:- ~ '. '. J