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IM <br />FEM <br />US Department of Honicland Sccurity <br />Region X <br />13 0 228"' StrcTt, S -W <br />Boiltell, WA 98071 <br />Proceduresjbr "No -Rise" Cerfiftaution <br />ForProposed Developments in the Regulatory r <br />. Floodway <br />Section 60.3 (d) (3) of the National Flood Insurance Program (NFIP) regulations states <br />that a -community sliall "prohibit encroachments, including fill, new Construction, <br />sub-mantial inipmwments and other developmentwit1iin the adopted regulatory floodway <br />unless it has been demonstrated flinjugh hydrologic and hydrai-Alic imalyscs purfurmcd in <br />accordance with standard cogineering practice that the proposed encroachment would not <br />resultin arty increase in flood levels within the community during the occurrence ofthe <br />base (1 00-ycar) flood discharge, <br />Prior to issuing any building, gradinor development permits Involving activities in a <br />regulatory floodway the community must obtain a ceriffleafion stating the proposed <br />development will not impact the pre-pToject base flood elevations, flood%vay Ovations, <br />or floodway data widths. The certification should be obtained from the applicant and IV <br />signed and scaled ky a prolessional engin r. <br />The engin"r[rig or most beLLor(QJ by t�ehiCkal data, <br />The supporting technical data should be based upon hydraulic analyses that utilize the <br />same model used to prepare the elleetive Hood lnsum"e Study (l'KS) report and Flood <br />Insurance Rate Map (FIRM) unless it is dernonstrated that the 'effective' hydraulic model <br />is unavadlahle or its use is inappropriate. Ifan alternative hydraulic model is used,, the <br />new vacidel must be callibrawd to reproduce the FIS profiles within 0,5 feet..( (ydmulk <br />model u -sed in the analysis must be on FEMA'sa"eptecl models list, or doeumen(ation <br />most be provWedshokving the, model meets the requirements ofNMP regulation <br />65.6(aX6), <br />October 2009 <br />2016 PIDS Manual, Appendix B-5 B-5-1 <br />