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The flood insurance study prepared under the guidance of the Federal Emergency Management Agency and dated January 2, 1981, and the floodway boundary and floodway map of the city, Community Panel Number 260065-0001 and 260065-0002, and the map index and profiles are hereby adopted by reference and hereby made a part of this chapter. In the event any portion of this chapter is inconsistent with the provisions of the flood insurance study, floodway boundaries, floodway maps and profiles as described, such sections of this chapter shall be subject to the flood insurance study, maps and profiles and no amendment to this chapter shall be required to make this section effective.
(1993 Code, § 82-314) (Ord. passed 10-12-1992)
Within flood prone areas:
(1) New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems and discharges from the systems into floodwaters; and
(2) Onsite waste disposal systems shall be located to avoid impairment to them or contamination from them during flood as certified by a registered professional engineer.
(1993 Code, § 82-315) (Ord. passed 10-12-1992)
For the purpose of the determination of applicable flood insurance risk premium rates within zone A on a community's FHBM, the city shall:
(A) Obtain the elevation, in relation to mean sea level, of the lowest habitable floor, including basement, of all new or substantially improved structures, and whether or not such structures contain a basement;
(B) Obtain, if the structure has been floodproofed, the elevation, in relation to mean sea level, to which the structure was floodproofed; and
(C) Maintain a record of all such information with the official designated by the community under 44 C.F.R. 59.22(a)(9)(iii).
(1993 Code, § 82-316) (Ord. passed 10-12-1992)
All new construction and substantial improvements of nonresidential structures within zones A1-30 on the city's FIRM shall have the lowest floor, including basement, elevated to or above the base flood level or, together with attendant utility and sanitary facilities, be designed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water and with structural components having the capability of resisting hydrostatic and hydrodynamic loads and the effects of buoyancy.
(1993 Code, § 82-317) (Ord. passed 10-12-1992)
Where floodproofing is utilized for a particular structure in accordance with 44 C.F.R. 59, § 60.3 (c)(3) and (c)(8) or § 60.6(b)(3) either:
(A) A registered professional engineer or architect shall certify that the floodproofing methods are adequate to withstand the flood depths, pressures, velocities, impact and uplift forces and other factors associated with the base flood, and a record of such certificates indicating the specific elevation, in relation to mean sea level, to which such structures are floodproofed shall be maintained with the official designated by the city under 44 C.F.R. 59.22(a)(9)(iii); or
(B) A certified copy of a local regulation containing detailed floodproofing specifications which satisfy the watertight performance standards of 44 C.F.R. 60.3(c)(3) or of 44 C.F.R. 60.6(b)(3) shall be submitted to the Federal Insurance Administrator for approval.
(1993 Code, § 82-318) (Ord. passed 10-12-1992)
§§ 82-319 -- 82-335 RESERVED.
ARTICLE XVI. IRO INDUSTRIAL RESEARCH OFFICE DISTRICT
The IRO Industrial Research Office Districts are designed to provide for uses which are office or research type or industrial uses which have limited impact outside of the industrial building. The District is intended to encourage uses which have a high value per acre of land that will supplement the city's tax base. Certain businesses are permitted within office buildings as secondary uses.
(1993 Code, § 82-336) (Ord. passed 10-12-1992)
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