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' :2llA(dww�Awiau { <br />• � EwnK Ms <br />/" � f7�1-0� <br />� <br />term stabfiity for the fiil slope. Wc undaratand that the wall � bem deeign by a <br />licensed F�,gineer �nd tiud the foundetion sysum will be pl�c+ed oa pin pile� <br />driveai into tuaivt soil. Addidonatty, the tendacapinQ oo�iraotor wi11 be iasu11in8 <br />anahor poiata to anehor rhe tightlinod drainage systam W ihe Jtap slope locsted to <br />the west of the restdeaa. This will help insun that tbe ti�htlin� eY�tem will not <br />s�p�� poto�aliy destabilizing the �lope. <br />B�sed on our sete viait on Juae S, 1495 and our discussions with both die buildat <br />and the so�uctiu�al onginoet that ware present during consuuction of the reaidaace, <br />it appears thet die rtcommendations contaiaed withia our Jaauuy 1997 repcui <br />warr£allowad during both tlte deeign and coastructioa phases of tbis projeM. <br />W��preci�tsd tbia opporduiity to be of sorvice to you and look forward to <br />w, g with you in the future. <br />Regpectivoly 3ubmitted <br />Geo ecknical � iron�eental Services, <br />Rolen D. . pE <br />Geoteehnical gineer <br />���j��� �. � ''.��, ' • .. <br />,��,�,. <br />• ^; <br />,:��; <br />,.. „ <br />Ine <br />GBS, ..'..� <br />TDTf� P.03 <br />