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<br />D. The cammunity is willing to 118sume responsibility Car 0 perfarming 0 averseeing campliance with the <br />maintenance and aperatian plans afthe <br /> <br />(No...) <br /> <br />flood cantral structure. If nat perfarmed pramptly by an awner ather than the community, the cammunity <br />will pravide the necessary services withaut cast to the Federal gavernment. <br /> <br />AttMch aperatian and maintenance plllns <br /> <br />7. REQUESTEO IlES'ONSE FROM FEMA <br /> <br />16. After eXllmining the pertinent N~'IP regulations and reviewing the dacument entitled "Appeals, Revisians, and <br />Amendments to Flood Insurance Maps; A guide far Cammunity Omcillls," dated January 1990, this request is Co.r <br /> <br />ll: <br /> <br />a. <br /> <br />CLOMR <br /> <br />A letter fram ~'EMA cammenting o.n whether a praposed praject, ifbuilt as pro.posed, wo.uld <br />justify a mllp revisian (LOMR o.r PMRJ, o.r praposed hydralo.gy changes {see 44 (:FR Ch.l, <br />Parts 60, 65, and 72). <br /> <br />A letter from ~'EMA o.fficially revising the current NFIP map t.o show changes t.o floodplllin., <br />/loodways, ar flood elevatians. LOMRs typically depict decreased flood hazards. (See 44 CFR <br />Ch.l Parts 60 and 65,) <br /> <br />A reprinted N~'lI) map incorporating changes to floodplllins, floodways, o.r flood elevatio.ns. <br />Because o.fthe time and cost invo.lved to change, reprint, and redistribute an NFIP map, a <br />PMR is usually processed when a revisio.n reflects increased. flood hazards o.r large-seope <br />changes. (See 44 CFR Ch.l, Parts 6() and 65.) <br /> <br />~. <br /> <br />LOMR <br /> <br />c. <br /> <br />PMR <br /> <br />d. <br /> <br />Other: <br /> <br />Describe <br /> <br />8, FORMSINCLUOEO <br />17. Fo.rm 2 entitled, "Certificatian By Registered ProCessio.nal Engineer llnd/ar Land Surveyar" must be submitted. <br />The fo.llo.wing Co.rms sho.uld be included with this request if(check the included Co.rms): <br /> <br />. Hydro.lo.gic analysis Cor flooding saurce differs from that <br />used t.o deve)o.p FIRM <br /> <br />. HYdraulic anal'ysis fo.r riverine floodingdilTers fro.m that <br />used to develo.p FIRM <br /> <br />. The request is based o.n updated t.opographic <br />info.rmatio.n o.r a revised floodplain o.r flood way <br />delineatio.n is requested <br /> <br />. The request invalves any type af channel modificatio.n <br /> <br />. The request invalves new bridge ar culvert o.r revised <br />analysis o.f an existing bridge ar culvert <br /> <br />. The request invalves a new revised leveellloodwall <br />system <br /> <br />. The request invo.lves analysis af caastal flooding <br /> <br />. The request invo.lves coastal structures credited as <br />praviding pro.tectio.n Cro.m the 1 DO-year flood <br /> <br />. The request invo.lves an existing, praposed, ar modified <br />dllm <br /> <br />o Hydrolagic Analysis Farm <br />(Farm .3) <br /> <br />~ Riverine Hydraulic Analysis Fo.rm <br />(Farm 4) <br /> <br />0lI Riverine ICo.astal Mapping Fo.rm <br />(Farm 5) <br /> <br />o Channelizatian Farm (Fo.rm 6) <br /> <br />o Bridge/Culvert Farm <br />(Fo.rm 7) <br /> <br />o LeveeJFloodwall System Analysis Fo.rl1 <br />(Fo.rm 8) <br /> <br />o Caastal Analysis Farm (Fo.rm 9) <br /> <br />o Co.astal Structures (Fo.rm 10) <br /> <br />o Dam Fo.rm (Form 11) <br /> <br />. The request invalves structures credited as pro.viding <br />pratectian fro.m the 1 DO-year flood an an alluvial fan <br /> <br />o Alluvial Fan Flooding Fo.rm <br />(Fo.rm 12) <br /> <br />R."i,ion R.q....stor _net COmMunity OHi(i~1 Form <br /> <br />MT.2 Form I <br /> <br />'age . <br /> <br />J <br /> <br />