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1WIi�iga�y�a�. 10�11�Ci ��� �- �y D��elr�pment �af��e proposed pra�e�t in cc�rr�pliance wii� a final <br /> s�te-spec�fic, d�sb�n-flevel ge�technical report r�vi91 et�sure tha� caa�struction c��'t�e <br /> proposed jprajec� wc�uld �crt expose peop9e or ��ructures �o �c�tential substantiat <br /> adv���� �ffects t'tt�o�za seisnnic-re�ated grounc� fa,i�ure, including liq�efacti�m. <br /> Pr•iou� to issuance of a grac�i�g or 1��r�c�ing �ea�mat, t�� �roject applie�nt shal� <br /> su�rtait to the Ci�y Fr�a- �eview arfld ap��ova➢ a final s�tc-speci�c,, design�level <br /> geatechrnica� r�part, tn be prepar�� b� a la�cnsec� �r+�fessic�nal. T�e geo��chnical <br /> rep�a�t sha�l iraclude recc��men�a�ia�s fcar grac�i�g, avoidance caf settleIInent, tl�e <br /> effect� €�t' expansiv�; s�zls, and diffiereia�ia� sctt��rnent of irafrastruc�uxe and <br /> buildir�gs. T'he r�p�rt sh�ll alsa n��ntify the speci�'ic d�sign pa�ameters far <br /> fa�ndations systerras �c� ea�su�e that sucla systems wi�l nc,� be affect�c£ b� <br /> Yiqu�fa�ct�p� �l�at cc�uld c�ceur can �he site, �u��d�ng plans subarnitted to �he City s�alp <br /> inc��perrate the fo�ndation de�ign parameters id�ntified �n the eval�atr�r�. <br /> ���drn�: I�p�em�ntatit�n o�14�M G]E�—2 �w��,ild r�du�� i�a�pacts f��n� li�u�facti�an to a less <br /> th�� signi�cant level. <br /> �'�c�fi v� ��pp�or�f of �'ia�d��ug: Tr�plementatian c�f :MN� G�Q — � wauld reduce the pioject's <br /> �rnpacts �arcar� l�c�uefac�ia�n by preparin�; the site sail5 and desi��ing th� p�o��ct ta <br /> neg�t� th� i�pacts o�liquefactior�, a� described in S�cticrn 2.� — �G�c�1o�y, Sc�ils, <br /> and S�eismi�xty a�"�he �77raft FIK a� pa�e� 64-'�5, whdcI� is �er�eby i���;orporated by <br /> ref�rence. <br /> �mp���: Yrn�act �E��3: S�ructures 5et back less than 30 feet farcam creek fi�� c�f ba�lk are <br /> ati risk f°rcarn s�ddea� bank faQl�xre. A si��l� p�arkiaan o�the ho1�e �ro�c�sed �ar� Lot 3 <br /> wcr�zld e�crraach withi� 3f� �`e�t a�f the to� c�f f�aGr�k. As proposed, struc�u�es c�a� <br /> pro�a�ed Lots l, 2, ar�d 4 wau�d i�e s�ted a rr�inirn�u� +�f aC► ��et frc�rn th� tc�� �f tl�e <br /> c�-e�k bank. <br /> 11�it����iot�: 1�'�P�JI �E+� � 3: Th� s�ructure on L�t 3 is sited 1�ss tl��� 3�} feet frorn the toe c�f <br /> �he ��rd�rl�ras Cree�C e�z�abankme�t, �h�refc�r� the �oundatic�n sha�i be supp�r�ed on <br /> � dril�ed p�er an� grade �eam fa�nd�:tia� sys��ms, c{esignec� as recorrarnended ir� <br /> the B,r�C"r�"r �e��techn�cal Repc,rt. T��e pr���ct pr€�poses to constar�ct home� �n Lotis <br /> 1-4 or� pier and �r�de b��rn �'o�ndations, even r�h�r� furthe� th�n 3� fe�t f'r�m toe <br /> r�f bank, to ensure �k�at ca�struct�on �af tih� �rc�posed project would n�t �xpase <br /> p�e�p1� �x s�:r�cture� �es pc�ten��a� subs��ntial ar�vers� efI"ects, gr��1�.g�ling t�e risk �f <br /> lo�s, injury, nr dca�h involv�ng �a�dsl'ades oz� �rc�unci �ailures. <br /> �"a�di��: I�r�plemer�ta�ican a�MM C:i�C� — 3 wo�:alc� reduce impacts �`rom sucf�en b�nk fa��ure <br /> t� the pra��ct t� a less �han si�rnifican� 1�ve1. <br /> Al-fY1RE50.2253/A.TTACHCJIENT 1 FI�PG�R C�FiTI�'YING F��IAL EIFi-PC <br /> RE'J:1fJfi�14-12 V�Z <br /> P��e 17 of 23 <br />