(a) Use Regulations.
(1) Permitted Uses. All uses not otherwise prohibited in this section or any other applicable land use regulation adopted by the City of Huron are allowed provided they meet the provisions of these regulations.
(b) Water and Wastewater Systems. The following standards apply to all water supply, sanitary sewerage and waste disposal systems in the absence of any more restrictive standard provided under the Ohio Revised Code or applicable state rules:
(1) All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems;
(2) New and replacement sanitary sewerage systems shall be designed to minimize or eliminate infiltration of flood waters into the systems and discharge from the systems into flood waters; and,
(3) On-site waste disposal systems (septic systems) shall be located to avoid impairment to or contamination from them during flooding.
(c) Subdivisions and Other New Developments.
(1) All subdivision proposals and all other proposed new development shall be consistent with the need to minimize flood damage and are subject to all applicable standards in these regulations;
(2) All subdivision proposals and all other proposed new development shall have public utilities and facilities such as sewer, gas, electrical, and water systems located and constructed to minimize or eliminate flood damage;
(3) All subdivision proposals and all other proposed new development shall have adequate drainage provided to reduce exposure to flood damage; and
(4) In all areas of special flood hazard where base flood elevation data are not available, the applicant shall provide a hydrologic and hydraulic engineering analysis that generates base flood elevations for all subdivision proposals and other proposed developments containing at least fifty (50) lots or five (5) acres, whichever is less.
(d) Residential Structures. The requirements of Section 1135.04(d) apply to new construction of residential structures and to substantial improvements of residential structures in zones A, A1-30, AE, AO, and AH, when designated on the community's effective FIRM, and when designated on a preliminary or final FIRM issued by FEMA under the circumstances provided in Section 1135.03(m).
(1) New construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy. Where a structure, including its foundation members, is elevated on fill to or above the base flood elevation, the requirements for anchoring (Section 1135.04(d)(1)) and construction materials resistant to flood damage (Section 1135.04(d)(2)) are satisfied.
(2) New construction and substantial improvements shall be constructed with methods and materials resistant to flood damage.
(3) New construction and substantial improvements shall be constructed with electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities that are designed and/or elevated so as to prevent water from entering or accumulating within the components during conditions of flooding.
(4) New construction and substantial improvement of any residential structure, including manufactured homes, shall have the lowest floor, including basement, elevated to or above the flood protection elevation. In areas with no elevations specified, the structure shall have the lowest floor, including basement, elevated at least two (2) feet above the highest adjacent natural grade.
(5) New construction and substantial improvements, including manufactured homes, that do not have basements and that are elevated to the flood protection elevation using pilings, columns, posts, or solid foundation perimeter walls with openings to allow the automatic equalization of hydrostatic pressure may have an enclosure below the lowest floor provided the enclosure meets the following standards:
A. Be used only for the parking of vehicles, building access, or storage; and
B. Be designed and certified by a registered professional engineer or architect to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters; or
C. Have a minimum of two openings on different walls having a total net area not less than one square inch for every square foot of enclosed area, and the bottom of all such openings being no higher than one foot above grade. The openings may be equipped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters.
(6) Manufactured homes shall be affixed to a permanent foundation and anchored to prevent flotation, collapse or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy. Methods of anchoring may include, but are not limited to, use of over the top or frame ties to ground anchors.
(7) Repair or rehabilitation of historic structures upon a determination that the proposed repair or rehabilitation will not preclude the structure's continued designation as a historic structure and is the minimum necessary to preserve the historic character and design of the structure, shall be exempt from the development standards of Section 1135.04(d).
(8) In AO and AH Zones, new construction and substantial improvement shall have adequate drainage paths around structures on slopes to guide floodwaters around and away from the structure.
(e) Nonresidential Structures. The requirements of Section 1135.04(e) apply to new construction and to substantial improvements of nonresidential structures in zones A, A1-30, AE, AO, and AH, when designated on the community's effective FIRM, and when designated on a preliminary or final FIRM issued by FEMA under the circumstances provided in Section 1135.03(m).
(1) New construction and substantial improvement of any commercial, industrial or other nonresidential structure shall meet the requirements of Section 1135.04(d)(1) - (3) and (5)-(7).
(2) New construction and substantial improvement of any commercial, industrial or other non-residential structure shall either have the lowest floor, including basement, elevated to or above the level of the flood protection elevation; or, together with attendant utility and sanitary facilities, shall meet all of the following standards:
A. Be dry floodproofed so that the structure is watertight with walls substantially impermeable to the passage of water to the level of the flood protection elevation;
B. Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy; and,
C. Be certified by a registered professional engineer or architect, through the use of a Federal Emergency Management Agency Floodproofing Certificate, that the design and methods of construction are in accordance with Section 1135.04(e)(2)(A) and (B).
(3) In areas with no elevations specified, the structure shall have the lowest floor, including basement, elevated at least two (2) feet above the highest adjacent natural grade.
(f) Accessory Structures. Structures that are 600 square feet or less which are used for parking and storage only are exempt from elevation or dry floodproofing standards within zones A, A1-30, AE, AO, and AH designated on the community's FIRM. Such structures must meet the following standards:
(1) They shall not be used for human habitation;
(2) They shall be constructed of flood resistant materials;
(3) They shall be constructed and placed on the lot to offer the minimum resistance to the flow of floodwaters;
(4) They shall be firmly anchored to prevent flotation;
(5) Service facilities such as electrical and heating equipment shall be elevated or floodproofed to or above the level of the flood protection elevation; and
(g) Recreational Vehicles. Recreational vehicles on sites within zones A, A1-A30, AE, AO, or AH must meet at least one of the following standards:
(1) They shall not be located on sites in special flood hazard areas for more than 180 days, or
(2) They must be fully licensed and ready for highway use, or
(h) Gas or Liquid Storage Tanks.
(1) Within zone A, A1-A30, AE, AO, or AH, new or substantially improved above ground gas or liquid storage tanks shall be anchored to prevent flotation or lateral movement resulting from hydrodynamic and hydrostatic loads.
(2) In zones V or VE, new or substantially improved above ground gas or liquid storage tanks shall be elevated with the bottom of the lowest horizontal supporting member above BFE on the landward side of buildings.
(3) In zones V or VE, new or substantially improved underground gas or liquid storage tanks must be installed below the lowest eroded ground elevation.
(i) Assurance of Flood Carrying Capacity. Pursuant to the purpose and methods of reducing flood damage stated in these regulations, the following additional standards are adopted to assure that the reduction of the flood carrying capacity of watercourses is minimized:
(1) Development in Floodways.
A. In floodway areas, development shall cause no increase in flood levels during the occurrence of the base flood discharge. Prior to issuance of a floodplain development permit, the applicant must submit a hydrologic and hydraulic analysis, conducted by a registered professional engineer, demonstrating that the proposed development would not result in any increase in the base flood elevation; or
B. Development in floodway areas causing increases in the base flood elevation may be permitted provided all of the following are completed by the applicant:
2. An evaluation of alternatives, which would not result in increased base flood elevations and an explanation why these alternatives are not feasible;
3. Certification that no structures are located in areas that would be impacted by the increased base flood elevation;
4. Documentation of individual legal notices to all impacted property owners within and outside the community, explaining the impact of the proposed action on their property; and
5. Concurrence of the City Manager of Huron and the Chief Executive Officer of any other communities impacted by the proposed actions.
(2) Development in Riverine Areas with Base Flood Elevations but No Floodways.
A. In riverine special flood hazard areas identified by FEMA where base flood elevation data are provided but no floodways have been designated, the cumulative effect of any proposed development, when combined with all other existing and anticipated development, shall not increase the base flood elevation more than one-half (0.5) foot at any point. Prior to issuance of a floodplain development permit, the applicant must submit a hydrologic and hydraulic analysis, conducted by a registered professional engineer, demonstrating that this standard has been met; or,
B. Development in riverine special flood hazard areas identified by FEMA where base flood elevation data are provided but no floodways have been designated causing more than one foot increase in the base flood elevation may be permitted provided all of the following are completed by the applicant:
1. An evaluation of alternatives which would result in an increase of one foot or less of the base flood elevation and an explanation why these alternatives are not feasible;
(3) Alterations of a Watercourse. For the purpose of these regulations, a watercourse is altered when any change occurs within its banks. The extent of the banks shall be established by a field determination of the "bankfull stage." The field determination of "bankfull stage" shall be based on methods presented in Chapter 7 of the USDA Forest Service General Technical Report RM-245, Stream Channel Reference Sites: An Illustrated Guide to Field Technique or other applicable publication available from a Federal, State, or other authoritative source. For all proposed developments that alter a watercourse, the following standards apply:
A. The bankfull flood carrying capacity of the altered or relocated portion of the watercourse shall not be diminished. Prior to the issuance of a floodplain development permit, the applicant must submit a description of the extent to which any watercourse will be altered or relocated as a result of the proposed development, and certification by a registered professional engineer that the bankfull flood carrying capacity of the watercourse will not be diminished.
B. Adjacent communities, the U.S. Army Corps of Engineers, and the Ohio Department of Natural Resources, Division of Water, must be notified prior to any alteration or relocation of a watercourse. Evidence of such notification must be submitted to the Federal Emergency Management Agency.
C. The applicant shall be responsible for providing the necessary maintenance for the altered or relocated portion of said watercourse so that the flood carrying capacity will not be diminished. The Floodplain Administrator may require the permit holder to enter into an agreement with the City of Huron specifying the maintenance responsibilities. If an agreement is required, it shall be made a condition of the floodplain development permit.
D. The applicant shall meet the requirements to submit technical data in Section 1135.03(k)(1)(A) when an alteration of a watercourse results in the relocation or elimination of the special flood hazard area, including the placement of culverts.
(j) Development Standards for Coastal High Hazard Areas [and MoWA areas]. The requirements of Section 1135.04(j) apply to development in coastal high hazard areas designated zone V or VE on the community's effective FIRM and when designated on a preliminary or final FIRM issued by FEMA under the circumstances provided in Section 1135.03(m). The requirements of Section 1135.04(j) also apply to development in Moderate Wave Action areas, within zone AE between a Limit of Moderate Wave Action and the landward limit of zone V or VE designated on the community's effective FIRM, or between a Limit of Moderate Wave Action and the offshore limit of the community's jurisdiction where zone V or VE is not designated on the community's effective FIRM.
(1) All new construction and substantial improvements shall be elevated on pilings or columns that may be armored as necessary to withstand Lake Erie ice forces so that:
A. The bottom of the lowest horizontal structural member supporting the lowest floor (excluding the pilings or columns) is elevated to or above the flood protection elevation, and
B. The pile or column foundation and structure attached thereto is anchored to resist flotation, collapse and lateral movement due to the effects of wind and water loads acting simultaneously on all building components.
1. Water loading values shall be those associated with the base flood.
2. Wind loading values shall be those defined according to American Society of Civil Engineers 7-13 Minimum design loads and associated criteria for buildings and other structures, or current version adopted by Ohio Board of Building Standards.
3. A registered professional engineer or architect shall develop or review the structural design, specifications and plans for the construction, and shall certify that the design and methods of construction to be used are in accordance with accepted standards of practice for meeting the provisions of Section 1135.04(j)(1)(A) and (B).
(2) All new construction and substantial improvements shall have the space below the lowest floor either free of obstruction or constructed with non-supporting breakaway walls, open wood lattice-work, or insect screening intended to collapse without causing collapse, displacement, or other structural damage to the elevated portion of the building or supporting foundation system.
A. For the purpose of Section 1135.04(j)(2), a breakaway wall shall have a design safe loading resistance of not less than ten (10) and no more than twenty (20) pounds per square foot.
B. Use of breakaway walls which exceed a design safe loading resistance of twenty (20) pounds per square foot (either by design or where so required by local or state codes) may be permitted only if a registered professional engineer or architect certifies that the designs proposed meet all of the following conditions:
1. Breakaway wall collapse shall result from a water load less than that which would occur during the base flood; and
2. The elevated portion of the building and supporting foundation system shall not be subject to collapse, displacement, or other structural damage due to the effects of wind and water loads acting simultaneously on all building components (structural and non-structural). Water loading values shall be those associated with the base flood. Wind loading values shall be those defined according to American Society of Civil Engineers 7-16 Minimum design loads and associated criteria for buildings and other structures, or equivalent standard.
C. All space enclosed by breakaway walls, open wood lattice-work, or insect screening below the lowest floor shall be used solely for parking of vehicles, building access, or storage.
(3) The use of fill or redistributed existing fill, placed after the initial identification of Zones V, VE or V1-30 on the community's FIRM, for structural support of buildings is prohibited.
(4) Alteration of sand dunes that will increase potential flood damage is prohibited.
(5) Placement or substantial improvement of manufactured homes must comply with Section 1135.04(j)(1) through (5).
(6) Recreational vehicles must either:
A. Be on site for fewer than 180 consecutive days;
B. Be fully licensed and ready for highway use; or
(k) Riparian Buffer. For the purposes of flood damage prevention, erosion control, and stormwater management, a riparian buffer of a minimum of thirty (30) feet shall be maintained for all waterways identified as Special Flood Hazard Areas. The Riparian Buffer shall be preserved to the best extent possible by maintaining or improving the native vegetative landscape with little to no soil compaction. The requirements of Section 1135.04(k) apply to any construction and/or development adjacent to a floodway/waterway.
(1) Permitted construction activities/uses within the thirty (30) feet buffer shall include the following:
A. Roads, bridges, pedestrian paths, bicycle paths, multi-use paths, levees, and utilities
1. The right-of-way shall be the minimum width need to allow for maintenance access and installation.
2. The angle of a stream crossing shall be designed to minimize clearing within the buffer limits.
3. When constructing, the area cleared shall be limited to the area required for construction and adequate maintenance access.
B. Stormwater management facilities.
1. Stormwater detention and retention ponds shall be permitted to encroach the riparian buffer only after applicable city and county departments have determined that the stormwater management facilities are either necessary for flood control or significantly improve the water quality or habitat in the stream.
2. When constructing stormwater management facilities within the riparian buffer, the cleared area shall be limited to only the area required for construction and adequate maintenance access shall be provided.
3. Material dredged or otherwise removed from a stormwater management facility shall be permanently stored outside of the buffer area.
C. Waterway restoration projects, facilities, and related activities/uses.
D. Removal of individual damaged or diseased trees.
E. Other timber cutting techniques under the advice and guidance of Ohio Department of Natural Resources (ODNR) Division of Forestry if necessary to preserve the buffer forest from extensive pest infestation, disease infestation, or threat from fire.
F. Reforestation when deemed necessary by ODNR Division of Forestry to ensure the preservation and propagation of the buffer area.
G. Fencing provided that destruction of existing vegetation is minimal and that it does not impede flood water flow.
H. Marinas developed in accordance with the following requirements:
1. Submission of an environmental impact study including measures to mitigate potential negative impact on the adjacent waters, including but not limited to: i. Measures to prevent leakage or spills of fuels, lubricants, wastewater and other potential pollutants into the public waters; ii. Assurances that impact on wetlands and other related sensitive areas have been avoided.
2. Submission of a site plan, that is consistent with local regulations, for review by the planning board which includes locations of rest rooms, buildings, parking areas and all related support facilities with assurances that these facilities shall be permanently available to the project.
3. Receipt of proper permits from Ohio Department of Natural Resources (ODNR) and/or the Army Corp of Engineers if applicable
I. Water dependent uses and structures including, but not limited to docks, wharves, boat ramps, etc. All water dependent uses and structures shall be permitted in accordance with the following requirements:
1. The use is in keeping with the purpose and intent of this chapter.
2. The least impacting route and methodology for the use have been selected as the best practicable alternative.
3. Canopies and seasonal covers extend only over the boat slips and shall be removed during the non-boating season.
4. Receipt of proper permits from Ohio Department of Natural Resources (ODNR) and/or the Army Corp of Engineers if applicable
(2) Restricted construction activities/uses within the thirty (30) feet buffer shall include the following:
A. Construction of buildings or principal structures.
B. In-line storm water detention facilities.
C. Clearing of existing vegetation, except as otherwise permitted in these regulations.
D. Soil disturbance by grading, stripping, or other practices.
E. Filling or dumping.
F. Use, storage, or application of pesticides, except for spot spraying of noxious weeds or non-native species consistent with recommendations of ODNR.
G. Storage of equipment, junk, or scraps.
H. Storage or operation of motorized vehicles, except for maintenance and emergency use approved by the City of Huron Planning Department.
(3) Exceptions and Nonconforming Structures.
A. All existing structures/features permitted within the buffer area before or at the time of adoption of this section are permitted to remain as nonconforming structures.
B. Any nonconforming building or structure that has been damaged by natural elements, may be restored, but not to an extent greater than the original floor area which existed at the time of the damage.
C. Any nonconforming building or structure may be maintained, repaired, or altered as long as activities conform to the requirements of this section and requirements of this Flood Damage Reduction Ordinance.
D. A nonconforming structure shall not be extended or enlarged, except in conformity with this section or when required to do so by law or ordinance or when the change does not compound the existing violation.
E. A nonconforming structure shall not be moved in whole or in part to any other location within the Riparian Buffer area.
F. All nonconforming buildings and structures must still meet all other requirements as detailed in this Flood Damage Reduction Ordinance.
G. Agricultural cultivation or silviculture operations.
H. Upon adoption, should Section 1135.04(k) cause any undue hardship, rendering a parcel completely unbuildable, Planning Department staff will determine any adjustments to the buffer area required for construction.
(4) Riparian Buffer Conservation Easement Requirement for Subdivisions.
A. All Special Flood Hazard Areas (SFHA's) and Riparian Buffer areas for parcels subdivided after the adoption of this section shall be upheld through a Conservation Easement which is required to be submitted for approval by the Planning and Zoning Department. The Conservation Easement shall ensure the purpose of designating the Premises as a conservation area and to ensure a portion of the Premises is constructed as a wetland and preserved to be protected in a natural, scenic, aquatic, open and wooded condition, as suitable habitat for wild flora and fauna of all types, and is maintained in a natural and undisturbed state, that is subject to certain federal and state laws and regulations due to the presence of waters of the United States located thereon, and allowing for the adoption and recordation of a Declaration of Conservation Easement or like instrument as an encumbrance to the Premises, which shall be recorded in the land records and shall continue in perpetuity.
B. The extent of the Special Flood Hazard Area and Riparian Buffer shall be clearly delineated on the preliminary plat, stormwater conservation plan, and final plat. Other requirements to be shown include the following:
1. Extent of any Riparian Buffer on the subject property
2. Labels indicating the Riparian Buffer area and SFHA
3. Provide a note to reference any Conservation Easement governing all Riparian Buffer areas stating: "The Conservation Easement shown hereon restricts disturbance and use of the area pursuant to Section 1135.04 of the Flood Damage Reduction Ordinance. There shall be no clearing, grading, construction, filling, or disturbance of existing vegetation except as approved by Engineering and Planning Departments.
C. Temporary boundary markers shall be installed by the owner/operator along the perimeter of the Riparian Buffer prior to final approval of any required Stormwater Pollution Prevention Plan (SWPPP).
(Ord. 2022-32. Passed 7-26-22.)