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�29w 8.A. - Page 206 ]Y�it6gr�fiom: M]VI G�O—�; Uevelopment of the propased �roject in complzance vv�th a fina2 site-specific, design-level geatechnica� repart will ens�re that construction of the proposed project wvtald nat expose people or structures to potential substantial adverse effects from seismic-redated ground feit�ue, including 2iquefaction. Prior #o issuance of a grading vr buiJding perrnit, the project applicant sha�! subrnit ta the City for r�vsew and approvaI a fnal site-specific, design-level $eateehnical report, �v be prepareci by a li�ensed pmfe�saonal. The ge�t�:c h nical r'e�aort shal# inc�ude recomynendatipns for gradFng, avaidartce af settlement, the effects vf expans�ve soils, �na differentia,� settlement of infrastre�cture and buildings. The repart shali a�so identify the specific design parameters far founda�ions systems to ensure that such systems wi�i not be af�'ected by liquefaction that could occur on the site, Building plar�s subrnitted ta the eity shali incorpor$te the foundation clesign parameters identified in the evaluat�on. ?��aa�r�g: Implemontation of 2VIM GEO—,2 would rednce impac4s from liqraefaction tv a tess than significant Ievel. �act� ;tn �upport� of �ind'n��: Implementation of Nllr/! GE4 — 2 would reduce tho project's impacts from Iiquefaction by preparing the site saiIs and desi�ning th�project to negate th� impacts of liquefaction, as descz�bed in �ection 2.3 -- Geotogy, Soils, and Seismicity of the Draft EiR on pagas 54-75, wh�ch is hereby incorporated by reference. Cmp�et: �mp��GECi—3: �truct�es set bac�c Iess than 30 feet from cre�k toe of b€intc are at risk from sudden ba� f�lure. A sma11 portion af ttle hArae propased on Lot 3 woutd encraach �within 30 feet of the toe of ba.n�c, As proposed, structures vn proposed Lots 1, 2, and 4 would be sited a minimum of 34 feet from the toe af ths creek bar�k. �r��f:g�..a�n: iVdh� �]�U --3: The structure or� Lot 3 is sited �ess than 30 fce# from the tae of the Co�diIleras Creek embankmcnt, therefare the foundation shall be supparted on a drilled pier and grade bearn foundation systems, designed �s recornmended in the BAGG Geotechniea� Rsport,�The project praposes to coasiruct homes on r,ots l-q an pier and grade beam foundations, even when €urther than 30 feet fram toe af bank, to ensure fihat constructian of the prapased project would rtot exposo people or st�vctures to pot�ntia! substantia! adverse eff'ects, incl�ding the risk af loss,inj�uy, or c�eath invniving landslides or ground fail�res, :.�F�::�:�: Impl�nent�tion af M� GE4—3 wotald redt�ce impaets frorn snc�den ba�k failure to the praject ta a less #hara sip�€ificant ievel. ATTY/RESp.2253/ATTRCMN7ENT 1 FII�GER CFRTIFYENG FINA�.�IR-RC REV:146-1A-12 VR Pnge!7 of23