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Last modified
11/23/2009 12:58:19 PM
Creation date
10/4/2006 9:55:28 PM
Metadata
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Template:
Floodplain Documents
County
Logan
Community
Sterling
Title
Flood Impact Study Pawnee Creek Overflows
Date
11/23/1997
Prepared For
Design Technics L.L.C.
Prepared By
ICON Engineering, Inc.
Floodplain - Doc Type
Flood Documentation Report
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<br />~ <br />I <br /> <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />II <br />I <br />I <br />I <br /> <br />f4K5erol Emergency Management Agency <br /> <br />grea.ter than 50 lots or 5 a.cres, whIch- <br />ever is the lesser, include within such <br />proposa.ls ba.se flood eleva.tlon data; <br />(4) Obtain, review a.nd rea.sona.blY uti- <br />lize a.ny ba.se flood eleva.tlon a.nd <br />floodwa.y da.ta a.va.l1a.ble from a. Fed- <br />era.l, State, or other source. Includlnr <br />data developed pursuant to pa.ra.gra.ph <br />(b){3) of this section, a.s criteria. for re- <br />qwrinr tha.t new construction, sub- <br />stantialimprovements, or other devel- <br />opment In Zone A on the community's <br />FHBM or FIRM meet the standa.rds In <br />paragraphs (c){2), (c){3), (c){5), (c){6), <br />(cX12), (c){14). (d)(2) and (d){3) of this <br />section; <br />(5) Where base flood elevation da.ta <br />are utilized, within Zone A on the com- <br />munity's FHBM or FIRM: <br />(I) Obtain the eleva.tion (In relation <br />to mean sea. level) of the lowest floor <br />(Including basement) of all new a.nd <br />substantially improved structures, and <br />(II) Obtain, If the structure hu been <br />floodproofed in a.ccorda.nce with para.- <br />gra.ph (c)(3){il) of this section. the ele- <br />va.tion (In relation to mean sea level) <br />to which the structure was <br />floodproofed, a.nd <br />(li1) Main tain a record of all such In- <br />formation with the officla.l designated <br />by the community under !j59.22 <br />(a)(9)(Ii1): <br />(6) Notify. in riverine situations, ad- <br />jacent communities and the State Co- <br />ordina.ting Office prior to a.ny alter- <br />ation or relocation of a wa.tercourse. <br />and submit copies of such notifications <br />to the Administrator; <br />(7) Assure that the flood carrying ca- <br />pacity within the a.ltered or relocated <br />portion of a.ny watercourse Is ma.in- <br />tained; <br />(8) Require tha.t a.ll manufa.ctured <br />homes to be placed within Zone A on a. <br />community's FHBM or FIRM shall be <br />Insta.1led using methods a.nd pra.ctlces <br />which minimize flood dama.ge. For the <br />purposes of this requirement, ma.nufa.c- <br />tured homes must be elevated and an- <br />chored to resist flotation. collapse. or <br />la.tera.l movement. Methods of a.nchor- <br />Ing may include, but are not to be lim- <br />Ited to. use of over-the-top or fra.me <br />ties to ground anchors, This require- <br />ment Is In a.ddltlon to appllcable State <br />a.nd loca.l a.nchorlnr requirements for <br />resisting wind forces. <br /> <br /> <br />- <br /> <br />560.3 <br /> <br />(c) When the Adminlstra.tor ha.s pro- <br />vided a notice of nna.l flood eleva.tlons <br />for one or more specla.l flood ha.za.rd <br />areas on the community's FIRM a.nd. If <br />appropria.te, has deslgna.ted other spa- <br />cla.l flood ha.za.rd a.reas without ba.se <br />flood eleva.tlons on the community's <br />FIRM, but ha.s not ident1f1ed a. regu. <br />latory floodwa.y or coastal high hazard <br />area., the community sha.ll: <br />(l) Require the standa.rds of para.- <br />graph (b) of this section within a.11 Al- <br />30 zones. AE zones, A zones, AH zones, <br />and AO zones, on the community's <br />FIRM; <br />(2) Require that a.11 new construction <br />a.nd substantia.l Improvements of resi- <br />dential structures within Zones Al-30, <br />AE and AH zones on the communlty's <br />FIRM ha.ve the lowest floor (Including <br />basement) elevated to or above the <br />base flood level. unless the community <br />is granted a.n exception by the Admln- <br />istra.tor for the a.llowance of basements <br />In accorda.nce with f60.6 (b) or (c); <br />(3) Require that a.11 new construction <br />and substantial Improvements of non- <br />residentia.l structures within Zones Al- <br />30. AE and AH zones on the commu- <br />nity's finn (i) have the lowest floor (In- <br />cluding basement) eleva.ted to or above <br />the base flood level or. (il) together <br />with attendant utility a.nd sanitary fa.- <br />cilities. be deSigned so that below the <br />base flood level the structure Is wa.ter- <br />tight with walls substantially Imper- <br />meable to the passage of water a.nd <br />with structural components ha.ving the <br />capability of resisting hydrostatic and <br />hydrodynamic loa.ds and effects of <br />buoyancy; <br />(4) Provide that where a. non-residen- <br />tial structure is intended to be m&de <br />wa.tertight below the ba.se flood level, <br />(I) a registered professiona.l engineer or <br />architect shall develop and/or review <br />structural design. specifications, and <br />pla.ns for the construction. a.nd sha.ll <br />certify that the design and methods of <br />construction a.re in a.ccorda.nce with ac- <br />cepted standa.rds of prActice for meet- <br />ing the appllca.ble proviSions of pa.ra.- <br />gra.ph (c}(3){1I) or (c)(8)(1I) of this sec- <br />tion, a.nd (11) a record of such certifi- <br />cates which Includes the specific ele- <br />vation (In relation to mea.n sea. level) <br />to which such structures a.re <br />fioodproofed shall be ma.lnta.lned with <br /> <br />l. <br /> <br />237 <br />
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