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F�c�s i� ��p�oe�t �f �'��e�l��g: �mplerr�aen�ation of M�4"i HAZ — 2 wc��ld er�s�re that any <br /> con��ruct��i� r�ateriats c��ssifi�d as ��zarrdc�us rr�a��rials would k�e s�f`cly k�andled <br /> by c�mstr�:ictiorn persara�e� and that �ny accid�n�al spilis are containecl �nd clea��d <br /> u�, as d��cri�acd ir� Ap�endix C of fihe I�raft E�R, (Fin��r �venue �ine-Lot <br /> Flaa�r�ed D�vel�prnent Initial St�dy/Mifigatiec� I'�e;�artfve Declaratran, I'�ovember <br /> 20(��, pa�;es 40�43), which i� h�reby i�cc�rparated k�y �efearence. <br /> �vde�a���y ��d '��te� ��a�l�tv <br /> Impa��: ��p��fi kl�Il� —�. The pra��ct wauld ir�crease the arnc��nt of zrnperviou� surfaces <br /> c�n the project s�te, ther�by i�creasii�rg the am�ui3t of urb�n rumoff to Cordil�era� <br /> Creek and San �'rancisca Bay. <br /> T�i�ig�t��n: IV�1'4� �'�' � 5. T1�� pr�a�ect develnper shall �rrYpl�m�nt a storm�vater d�-�inage <br /> �,lara c��arin� c�ns�ruction and �ast-c�ns�r�.rct�arn, ap�roved by the City �n <br /> coraforr��nc� wi�l� a�aplic�ble s�ate an� federal requirezm.ea�ts, Priar tc, suk�nn�ttal of <br /> a grading perrnit to the Ci�y E��ineer f�r revi�w and a�p�oval, or such other sate <br /> irr��rov�rn�r�t p��rmi� tk�at i� a rec}uisite prio� �o the starC of p�oject site �rad�z�g, tihe <br /> applica�t sh��l prepare a Stormvvat�r PoIluta�o� �revention �'lan (SWP�'P) tl�at is <br /> c€�nsiste�t v�ith ap�rlicable req�ir��n�nts �rmd re�u��t�ons, �"he SWP�k' s��ll be <br /> ���rc�veci �y t��e City Engin�er cancurrent kvi�� the apprar�al o�� �r�dax�g p�rmit, <br /> or such oth�r site i�raprovern�nt perrn�it tk��t is a rec�uisite p��ar �o tkae start of <br /> q�roj�ct �i�e �radin�. <br /> �ir�die��: �yn�leme�tatirar� o� I'v�M HYT� ---- 5 w�uld reduce the �roj�ct's imp�cts to <br /> �ordifl�eras �r��k �"r�am irttcreas�d urban runc��=�ta a acs�thar� siga�if'rcant �evcfl, <br /> �'a��s ar� �up�+�r� �a�'k'��d�r��: I�z�.�Pement�tic�n af Miv1 HS'D — S w�u�d �nsure �hat rur�pff�rc�zn <br /> �he px�oject's increa�ed irnpe�vi+��s surface area �a rge� increase of 2,�1 I sq,f�.} <br /> w�u�d be approp�iately man��ed an site a��d z�o� exce�ed tl�� t;apa�ity �f tlae <br /> existia�g or �lanned storrravva�er drain�,�e systern, as describ�cl in S�ecti+�n 2.2 — <br /> Hydre,logy �d Water Quality of tlae Dra�t �Ir� a� pa�es 5(�-�3, w�ic�a is h�re�y <br /> incarporated by refe�ea�ce. <br /> Iran.�as�: I���ck H�� — 6: The praject wQU�d create or cantribu�te runc�ff w�.ter wl�ich has <br /> the patentia� ta pr�vid� substantia� additior�al s�urces af �r�Ilut�d runof� ar that <br /> could ���bs�antially a�ter th� exis�in� d�aina�e pattern oCth� site �n � rnar�nez� tk�a� <br /> c�uld resu�t in substar�tial erosion ar silta��an on �r c�ff site. <br /> ATTYIF2�S(7,2253fATTFtCFNMEM�T 1 F1NG�R CERTI�YIN��INP,L.�IR-PC <br /> REV:14C-14-1�VR <br /> Page�0 0�'23 <br />