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driving action with a 90-pound jack hammcr. It is recommcnded that vcrtical piles bc instulled <br />plumb witli a surf�cc deviation not to cxcccd 1 in I 2(1{N). <br />'fo also protcct ugainst any possiblc horizontal movemcnt duc to shifting soils, baucrcd pilcs <br />may also bc pinceJ whcrc possiblc. Givcn thc slopc stcepncss, thesc piles should only be <br />installcd along thc southern parts of thc house. A minimum batter of 6H: I V is rccommendcd for <br />thesc pilcs. <br />�r.qSURP <br />This rcnort has bcen prcpnrcd in accordance with generully uccepled cnginccring practices for <br />specific applications to this projecL The conclusions and recommendations conlained in this <br />report arc bascd on thc applicablc standards of our profession at the time of prcparotion. Analysis <br />and recommendations submiued in this report are based, in parl, upon the duta obtuincd from the <br />subsurface cxploration and by reports trom the owner ond cxisting conditions of the structure. <br />Soil conditions on the site may vary from location to locution, thereforc, exact depths of benriug <br />soils are speculative; ndditional borings would be required to gain morc infortnnlion on thc dcpth <br />of thc bcaring soils along thc foundation. If vari�lions appenr, it may be necessary to rc-cvnluatc <br />lhc rccommcndations of thc rcport This report, if rcproduccd, must bc donc so in its cntircly. <br />5inccrcly, _ — <br />E%PIRES S / r <br />John F. Vicente, P.E. <br />lohn Vicente, 3019 Burl Place, Everett, WA 98203 425-353-4517 Page 5 ot 5 (% ` <br />c/ <br />