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. �. . <br /> CASCADC GEUTECHNICAL <br /> Yi�l�ru�n-y 25, l9PS <br /> Cei't . iJo. d52-18G <br /> RoU' s tilectric <br /> }�aye 4 <br /> :ill pa�l on the presently existina soil since adverse diffcrential <br /> settlements would b� trancferred to the Uuildino foundation. <br /> We h�ve determine�l that the original plan to utilize lean-mix filled � <br /> fc�otin�� trenches for f�undatior. support woul.d not be practical due Co H <br /> lhc mo.leratr Co heavv yr�>und water seepages encount�re�i duri��q c�ur � <br /> stu�l�•. <br /> Ke recommend that augcr cast pilin9 bc used for foundation support . y � <br /> r. �� <br /> F'resently our current soils study has not provide9 us with enough g <br /> information to desi9n the minimum penetration depths nor maximum load � � <br /> Per pile. We would recommend that a structural engineer Ue retained � <br /> to determine fuundation requirements for this �roject. 19ie structur- H <br /> a] engineer may wish tn contact Cascade Geotechnical in ordert., de- � z <br /> � <br /> termine if any further infonnation may be required. � N <br /> O �Ke fully expect tl�e on-site soil conditions to reflect our findinqs, � <br /> lioa�ever some local variations may occur . Should soil conditions be �''� N <br /> encountered thac cause concern an]/or ar� not discussed herein, the <br /> soils enyineer should be contacted immediately to determine if addi- � <br /> ti��nnl r�r e�lternate recommen�iatinns are requi.red. , � <br /> ^,'hi= report has becn prepared for the exclusive use of Rob Perasso � <br /> :or s}»-ific app] ication to the prop�sed duplex to be constructed at � <br /> l.5th S� . and Virqini.a Ave. in tiverett, Washington in accurdance with N <br /> qenerally accepte�l soil and foundation engineering practices. No � <br /> ot��er a�arranty, eapressed or implied is made. � <br />