47 - FHO, FLOOD HAZARD OVERLAY ZONE
Note: The City must have an elevation certificate prior to any property in the 100-year flood plain. Letters will not be accepted.
The State of Oregon has delegated the responsibility to local governmental units to adopt regulations designed to promote the public health, safety, and general welfare of its citizenry. Therefore, the City of Ontario does ordain as follows:
The flood hazard areas of the City of Ontario, its Urban Growth Area and Urban Reserve Areas, are subject to periodic inundation which results in loss of life and property, health, and safety hazards, disruption of commerce and governmental services, extraordinary public expenditures for flood protection and relief, and impairment of the tax base, all of which adversely affect the public health, safety, and general welfare.
These flood losses are caused by the cumulative effect of obstructions in areas of special flood hazards which increase flood heights and velocities, and when inadequately anchored, damage uses in other areas. Uses that are inadequately floodproofed, elevated, or otherwise protected from flood damage also contribute to the flood loss.
It is the purpose of these standards to promote the public health, safety, and general welfare, and to minimize public and private losses due to flood conditions in specific areas by provisions designed:
1.
To protect human life and health;
2.
To minimize expenditure of public money and costly flood control projects;
3.
To minimize the need for rescue and relief efforts associated with flooding and generally undertaken at the expense of the general public;
4.
To minimize prolonged business interruptions;
5.
To minimize damage to public facilities and utilities such as water and gas mains, electric, telephone and sewer lines, streets, and bridges located in areas of special flood hazard;
6.
To help maintain a stable tax base by providing for the sound use and development of areas of special flood hazard so as to minimize future flood blight areas;
7.
To ensure that potential buyers are notified that property is in an area of special flood hazard; and,
8.
To ensure that those who occupy the areas of special flood hazard assume responsibility for their actions.
In order to accomplish its purposes, these standards include methods and provisions for:
1.
Restricting or prohibiting uses which are dangerous to health, safety, and property due to water or erosion hazards, or which result in damaging increases in erosion or in flood heights or velocities;
2.
Requiring that uses vulnerable to floods, including facilities which serve such uses, be protected against flood damage at the time of initial construction;
3.
Controlling the alteration of natural flood plains, stream channels, and natural protective barriers, which help accommodate or channel flood waters;
4.
Controlling filling, grading, dredging, and other development which may increase flood damage; and
5.
Preventing or regulating the construction of flood barriers which will unnaturally divert flood waters or may increase flood hazards in other areas.
The areas mapped on the Official Zoning Map as FHO, Flood Hazard Overlay Zone, are the areas of special flood hazard and floodways identified by the Federal Insurance Administration in a scientific and engineering report entitled "The Flood Insurance Study for the City of Ontario, Malheur County" dated March 16, 1983 with accompanying Flood Insurance Rate Maps and Flood Boundary/Floodway Maps are hereby adopted by reference and declared to be part of this Title. The Flood Insurance Study is on file at the Ontario City Hall, 444 SW 4th Street, Ontario, Oregon.
Unless specifically defined below, words or phrases used in these standards shall be interpreted so as to give them the meaning they have in common usage and to give these standards its most reasonable application.
"APPEAL" means a request for a review of the interpretation of any provision of these standards or a request for a variance.
"AREA OF SHALLOW FLOODING" means a designated AO, or AH Zone on the Flood Insurance Rate Map (FIRM). The base flood depths range from one to three feet; a clearly defined channel does not exist; the path of flooding is unpredictable and indeterminate; and, velocity flow may be evident. AO is characterized as sheet flow and AH indicates ponding.
"AREA OF SPECIAL FLOOD HAZARD" means the land in the flood plain within a community subject to a one percent or greater chance of flooding in any given year. Designation on maps always includes the letters A or V.
"BASE FLOOD" means the flood having a one percent chance of being equaled or exceeded in any given year. Also referred to as the "100-year flood." Designation on maps always includes the letters A or V.
"BASEMENT" means any area of the building having its floor subgrade (below ground level) on all sides.
"BREAKAWAY WALL" means a wall that is not part of the structural support of the building and is intended through its design and construction to collapse under specific lateral loading forces, without causing damage to the elevated portion of the building or supporting foundation system.
"COASTAL HIGH HAZARD AREA" means an area of special flood hazard extending from offshore to the inland limit of a primary frontal dune along an open coast and any other area subject to high velocity wave action from storms or seismic sources. The area is designated on the FIRM as Zone V1-V30, VE or V.
"CRITICAL FACILITY" means a facility for which even a slight chance of flooding might be too great. Critical facilities include, but are not limited to schools, nursing homes, hospitals police, fire and emergency response installations, installations which produce, use or store hazardous materials or hazardous waste.
"DEVELOPMENT" means any manmade change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation, or drilling operations located within the area of special flood hazard. Development does not include those activities of a type and magnitude which have no potential effects on water surface elevations or on the level of insurable damages, as determined by the Planning Director or designate, based on documentation supplied by the applicant.
"ELEVATED BUILDING" means for insurance purposes, a nonbasement building which has its lowest elevated floor raised above ground level by foundation walls, shear walls, post, piers, pilings, or columns.
"EXISTING MANUFACTURED HOME PARK OR SUBDIVISION" means a manufactured home park subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed before the effective date of the adopted floodplain management regulations.
"EXPANSION TO AN EXISTING MANUFACTURED HOME PARK OR SUBDIVISION" means the preparation of additional sites by the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads).
"FLOOD" OR "FLOODING" means a general and temporary condition of partial or complete inundation of normally dry land areas from:
a)
The overflow of inland or tidal waters and/or
b)
The unusual and rapid accumulation of runoff of surface waters from any source.
"FLOOD INSURANCE RATE MAP (FIRM)" means the official map on which the Federal Insurance Administration has delineated both the areas of special flood hazards and the risk premium zones applicable to the community.
"FLOOD INSURANCE STUDY" means the official report provided by the Federal Insurance Administration that includes flood profiles, the Flood Boundary-Floodway Map, and the water surface elevation of the base flood.
"FLOODWAY" means the channel of a river or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than one foot.
"LOWEST FLOOR" means the lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure, usable solely for parking of vehicles, building access or storage, in an area other than a basement area, is not considered a building's lowest floor, provided that such enclosure is not built so as to render the structure in violation of the applicable non-elevation design requirements of these standards found at Section 5.2-1(2).
"MANUFACTURED HOME" means a structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when attached to the required utilities. The term "manufactured home" does not include a "recreational vehicle."
"MANUFACTURED HOME PARK OR SUBDIVISION" means a parcel (or contiguous parcels) of land divided into two or more manufactured home lots for rent or sale.
"NEW CONSTRUCTION" means structures for which the "start of construction" commenced on or after the effective date of these standards.
"NEW MANUFACTURED HOME PARK OR SUBDIVISION" means a manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed on or after the effective date of adopted floodplain management regulations.
"RECREATIONAL VEHICLE" means a vehicle which is:
a)
Built on a single chassis;
b)
400 square feet or less when measured at the largest horizontal projection;
c)
Designed to be self-propelled or permanently towable by a light duty truck; and
d)
Designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use.
"SPECIAL FLOOD HAZARD AREA" The special flood hazard area is that area within the 100 year floodplain.
"START OF CONSTRUCTION" includes substantial improvement, and means the date the building permit was issued, provided the actual start of construction, repair, reconstruction, placement or other improvement was within 180 days of the permit date. The actual start means either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include land preparation, such as clearing, grading and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main structure. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building.
"STRUCTURE" means a walled and roofed building including a gas or liquid storage tank that is principally above ground.
"SUBSTANTIAL DAMAGE" means damage of any origin sustained by a structure whereby the cost of restoring the structure to its before damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred.
"SUBSTANTIAL IMPROVEMENT" means any repair, reconstruction, or improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure either:
a)
Before the improvement or repair is started; or
b)
If the structure has been damaged and is being restored, before the damage occurred. For the purposes of this definition, "substantial improvement" is considered to occur when the first alteration of any wall, ceiling, floor, or other structural part of the building commences, whether or not that alteration affects the external dimensions of the structure.
The term does not, however, include either:
c)
Any project for improvement of a structure to correct existing violations of State or local health, sanitary, or safety code specifications which have been identified by the local Code Enforcement Official and which are the minimum necessary to assure safe living conditions or
d)
Any alteration of a structure listed on the National Register of Historic Places or a State Inventory of Historic Places.
"VARIANCE" means a grant of relief from the requirements of these standards which permits construction in a manner that would otherwise be prohibited by these standards.
"WATER DEPENDENT" means a structure for commerce or industry which cannot exist in any other location and is dependent on the water by reason of the intrinsic nature of its operations.
No structure or land shall hereafter be constructed, located, extended, converted, or altered without full compliance with the terms of these standards and other applicable regulations. Violations of the provisions of these standards by failure to comply with any of its requirements (including violations of conditions and safeguards established in connection with conditions) shall be prosecuted according to this Title. Nothing herein contained shall prevent the City of Ontario from taking such other lawful action as is necessary to prevent or remedy any violation.
These standards are not intended to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions. However, where these standards and another ordinance, easement, covenant, or deed restriction conflict or overlap, whichever imposes the more stringent restrictions shall prevail.
In the interpretation and application of these standards, all provisions shall be:
1.
Considered as minimum requirements;
2.
Liberally construed in favor of the governing body; and,
3.
Deemed neither to limit or repeal any other powers granted under State statutes.
The degree of flood protection required by these standards is considered reasonable for regulatory purposes and is based on scientific and engineering considerations. Larger floods can and will occur on rare occasions. Flood heights may be increased by man-made or natural causes. These standards do not imply that land outside the areas of special flood hazards or uses permitted within such areas will be free from flooding or flood damages. These standards shall not create liability on the part of the City of Ontario, any officer or employee thereof, or the Federal Insurance Administration, for any flood damages that result from reliance on these standards or any administrative decision lawfully made hereunder.
A development permit shall be obtained before construction or development begins within any area of special flood hazard established in Section 10-47-05. The permit shall be for all structures including manufactured homes, as set forth in the "DEFINITIONS," and for all development including fill and other activities, also as set forth in the "DEFINITIONS."
Application for a development permit shall be made on forms furnished by the City Planning Official and may include but not be limited to plans in duplicate drawn to scale showing the nature, location, dimensions, and elevations of the area in question; existing or proposed structures, fill, storage of materials, drainage facilities, and the location of the foregoing. Specifically, the following information is required:
1.
Elevation in relation to mean sea level, of the lowest floor (including basement) of all structures;
2.
Elevation in relation to mean sea level to which any structure has been flood proofed;
3.
Certification by a registered professional engineer or architect that the flood proofing methods for any nonresidential structure meet the flood proofing criteria in Section 10A-47-110; and
4.
Description of the extent to which a watercourse will be altered or relocated as a result of proposed development.
The Planning Official is hereby appointed to administer and implement these standards by granting or denying development permit applications in accordance with its provisions.
Duties of the Planning Official shall include, but not be limited to:
1.
Permit Review.
a)
Review all development permits to determine that the permit requirements of these standards have been satisfied.
b)
Review all development permits to determine that all necessary permits have been obtained from those Federal, State, or local governmental agencies from which prior approval is required.
c)
Review all development permits to determine if the proposed development is located in the floodway. If located in the floodway, assure that the encroachment provisions of Section 10A-47-130 are met.
When base flood elevation data has not been provided (A and V Zones) in accordance with Section 10A-47-05, APPLICABILITY, the (local administrator) shall obtain, review, and reasonably utilize any base flood elevation and floodway data available from a Federal, State or other source, in order to administer Sections 10-47-105 SPECIFIC STANDARDS, and 10A-47-130 FLOODWAYS.
1.
Where base flood elevation data is provided through the Flood Insurance Study, FIRM, or required as in Section 10A-47-15, obtain and record the actual elevation (in relation to mean sea level) of the lowest floor (including basement) of all new or substantially improved structures, and whether or not the structure contains a basement.
2.
For all new or substantially improved flood proofed structures where base flood elevation data is provided through the Flood Insurance Study, FIRM, or as required in Section 10A-47-15:
a)
Verify and record the actual elevation (in relation to mean sea level), and
b)
Maintain the flood proofing certifications required in Section 10A-47-15.
c)
Maintain for public inspection all records pertaining to the provisions of these standards.
If alteration of a watercourse is proposed, the proposal shall meet the following standards at a minimum:
1.
Notify adjacent communities and the Department of Land Conservation and Development prior to any alteration or relocation of a watercourse, and submit evidence of such notification to the Federal Insurance Administration.
2.
Require that maintenance is provided within the altered or relocated portion of said watercourse so that the flood carrying capacity is not diminished.
1.
Any fill or materials proposed must be shown to have a beneficial purpose, and the amount thereof not greater than is necessary to achieve the purpose, as demonstrated by a plan submitted by the owner, showing the uses to which the filled land will be put and the final dimensions of the proposed fill or other materials.
2.
Where necessary due to velocity or other factors, such fill or other materials shall be protected against erosion by riprap, vegetative cover, or bulkheading. Structures are allowed on fill, subject to the specific standards under Section 10-47-105, if the first floor or basement floor is one foot above the base flood elevation. The finished fill shall be at a point no lower than the base flood elevation for the particular area.
3.
All fill placed at or below the base flood elevation shall be balanced with at least an equal amount of material removal either on-site, or from a nearby area at or below the base flood elevation and in the same drainage basin and floodplain. Balancing of fill shall occur concurrent with the placement of fill unless the removal is off-site, in which case the balance shall be complete before the next flood season (December through July of any year). Fill may be balanced by participation in a City-approved mitigation bank; if balance is through mitigation bank participation, the balance shall be completed pursuant to the schedule thereof, but in no case more than one year from the date of fill.
4.
Excavation below the level of the seasonal groundwater table shall not be used in balancing fill volumes against excavation volumes; the mean annual groundwater level shall be determined by soil morphology, or other available data on groundwater conditions.
5.
The site plan shall identify the area where material is removed from the floodplain to balance fill volumes, including pertinent elevations and volume of fill removed.
6
A registered engineer or architect shall certify that the amount of material removed balances the amount of fill material
7.
The property owner shall sign a statement acceptable to the City that the delineated area where material is removed to balance fill volumes cannot be used in the future as balancing for a fill, except through these standards.
8.
When the balancing occurs off-site, the application shall also include:
a)
Property-owner authorization; and
b)
A site plan as described in Subsection 5. above, including a legal description of the parcel.
9.
The following uses or activities are not subject to the provisions of Section 1. through 8. above:
a)
Removal and/or fill necessary to plant new trees or vegetation;
b)
Removal and/or fill required for the construction of storm-water runoff detention facilities and/or structures;
c)
Removal and/or fill required for the construction of other facilities such as levees designed specifically to reduce or mitigate flood impacts;
10.
Stream crossings, including bridges and culverts, and transportation projects may be permitted if designed as balanced removal and fill projects, or are designed to not significantly raise the base flood elevation, provided that:
a)
Such projects shall be designed to minimize the area of fill in the area of special flood hazard areas and to minimize erosive water velocities;
b)
Stream crossings shall be as close to perpendicular to the stream as practicable; and
c)
Stream crossings shall be designed to allow fish passage; and
d)
Stream crossings are subject to review and approval pursuant to applicable Federal and State statutes and administrative rules.
11.
Structures are allowed on fill, subject to the specific standards under Section 10A-47-105 if the first floor or basement floor is one foot or more above the base flood elevation. The finished fill shall be at or above the base flood elevation for the specific area.
Make interpretations where needed, as to exact location of the boundaries of the areas of special flood hazards (for example, where there appears to be a conflict between a mapped boundary and actual field conditions). The person contesting the location of the boundary shall be given a reasonable opportunity to appeal the interpretation as provided in Chapter 10B-10.
Variances shall be administered as set forth in Section 10B-01-25, and 10B-04; applications for a variance shall be submitted as set forth in Section 10B-02. Appeals shall be administered consistent with Chapter 10B-10 of the OMC. Variances and appeals shall only be granted under the following as applicable:
1.
In passing upon such applications, the decision maker shall consider all technical evaluations, all relevant factors, standards specified in other sections of these standards, and:
a)
The danger that materials may be swept onto other lands to the injury of others;
b)
The danger to life and property due to flooding or erosion damage;
c)
The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner;
d)
The importance of the services provided by the proposed facility to the community;
e)
The necessity to the facility of a waterfront location, where applicable;
f)
The availability of alternative locations for the proposed use which are not subject to flooding or erosion damage;
g)
The compatibility of the proposed use with existing and anticipated development;
h)
The relationship of the proposed use to the comprehensive plan and flood plain management program for that area;
i)
The safety of access to the property in times of flood for ordinary and emergency vehicles;
j)
The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters and the effects of wave action, if applicable, expected at the site; and,
k)
The costs of providing governmental services during and after flood conditions, including maintenance and repair of public utilities and facilities such as sewer, gas, electrical, and water systems, and streets and bridges.
Generally, the only condition under which a variance from the elevation standard may be issued is for new construction and substantial improvements to be erected on a lot of one-half acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, providing items in Section 10-47-50 have been fully considered. As the lot size increases the technical justification required for issuing the variance increases.
1.
Variances may be issued for the reconstruction, rehabilitation, or restoration of structures listed on the National Register of Historic Places or the Statewide Inventory of Historic Properties, without regard to the procedures set forth in this Section.
2
Variances shall not be issued within a designated floodway if any increase in flood levels during the base flood discharge would result.
3.
Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard, to afford relief.
4.
Variances shall only be issued upon:
a)
A showing of good and sufficient cause;
b)
A determination that failure to grant the variance would result in exceptional hardship to the applicant;
c)
A determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, create nuisances, cause fraud on or victimization of the public as identified in Section 10A-47-50, or conflict with existing local laws or ordinances.
5.
Variances as interpreted in the National Flood Insurance Program are based on the general zoning law principle that they pertain to a physical piece or property; they are not personal in nature and do not pertain to the structure, its inhabitants, economic or financial circumstances. They primarily address small lots in densely populated residential neighborhoods. As such, variances from the flood elevations should be quite rare.
6.
Variances may be issued for nonresidential buildings in very limited circumstances to allow a lesser degree of flood proofing than watertight or dry-flood proofing, where it can be determined that such action will have low damage potential, complies with all other variance criteria except (1) above, and otherwise complies with Sections 10A-47-75 and 10A-47-80.
7.
Any applicant to whom a variance is granted shall be given written notice that the structure will be permitted to be built with a lowest floor elevation below the base flood elevation and that the cost of flood insurance will be commensurate with the increased risk resulting from the reduced lowest floor elevation.
Applications for variances shall contain sufficient information to determine that the following criteria are met, where applicable:
1.
The danger that materials may be swept onto other lands to the injury of others;
2.
The danger to life and property due to flooding or erosion damage;
3.
The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner;
4.
The importance of the services provided by the proposed facility to the community;
5.
The necessity to the facility of a waterfront location, where applicable;
6.
The availability of alternative locations for the proposed use which are not subject to flooding or erosion damage;
7.
The compatibility of the proposed use with existing and anticipated development;
8.
The relationship of the proposed use to the comprehensive plan and flood plain management program for that area;
9.
The safety of access to the property in times of flood for ordinary and emergency vehicles;
10.
The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters and the effects of wave action, if applicable, expected at the site; and,
11.
The costs of providing governmental services during and after flood conditions, including maintenance and repair of public utilities and facilities such as sewer, gas, electrical, and water systems, and streets and bridges.
Upon consideration of the factors of the above Section and the purposes of these standards, the City may attach such conditions to the granting of variances as it deems necessary to further the purposes of these standards.
The Planning Official shall maintain the records of all appeal actions and report any variances to the Federal Insurance Administration upon request.
In all areas of special flood hazards, the following standards are required:
1.
Anchoring.
a)
All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure.
b)
All manufactured homes must likewise be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over-the-top or frame ties to ground anchors (Reference FEMA "Manufactured Home Installation in Flood Hazard Areas" guidebook for additional techniques).
Adequate drainage paths are required around structures on slopes to guide floodwaters around and away from proposed structures.
1.
All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage.
2.
All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage.
3.
Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding.
1.
All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system;
2.
New and replacement sanitary sewage 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 shall be located to avoid impairment to them or contamination from them during flooding.
1.
All land division proposals shall be consistent with the need to minimize flood damage;
2.
All land division proposals 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 land division proposals shall have adequate drainage provided to reduce exposure to flood damage; and,
4.
Where base flood elevation data has not been provided or is not available from another authoritative source, it shall be generated for land division proposals and other proposed developments.
Where elevation data is not available either through the Flood Insurance Study, FIRM, or from another authoritative source (Section 4.3-2), applications for building permits shall be reviewed to assure that proposed construction will be reasonably safe from flooding. The test of reasonableness is a local judgment and includes use of historical data, high water marks, photographs of past flooding, etc., where available. Failure to elevate at least two feet above grade in these zones may result in higher insurance rates.
In all areas of special flood hazards where base flood elevation data has been provided (Zones A1-30, AH, and AE) as set forth in Section 10A-47-05, Applicability, or Section 10A-47-30, Use of Other Base Flood Data (In A and V Zones), the following provisions are required:
1.
Residential construction:
a)
New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated one foot above the base flood elevation.
b)
Fully enclosed areas below the lowest floor that are subject to flooding are prohibited, or shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. Designs for meeting this requirement must be either be certified by a registered professional engineer or architect or must meet or exceed the following minimum criteria:
i)
A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided.
ii)
The bottom of all openings shall be no higher than one foot above grade.
iii)
Openings may be equipped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters.
New construction and substantial improvement of any commercial, industrial or other nonresidential structure shall either have the lowest floor, including basement, elevated at or above the base flood elevation; or, together with attendant utility and sanitary facilities, shall:
1.
Be flood proofed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water;
2.
Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy;
3.
Be certified by a registered professional engineer or architect that the design and methods of construction are in accordance with accepted standards of practice for meeting provisions of this Subsection based on their development and/or review of the structural design, specifications and plans. Such certifications shall be provided to the official as set forth in Section 10-47-35 2.;
4.
Nonresidential structures that are elevated, not flood proofed, must meet the same standards for space below the lowest floor as described in 10A-47-105 1.b);
5.
Applicants flood proofing nonresidential buildings shall be notified that flood insurance premiums will be based on rates that are one foot below the flood proofed level (e.g. a building flood proofed to the base flood level will be rated as one foot below.
1.
All manufactured homes to be placed or substantially improved on sites:
a)
Outside of a manufactured home park or subdivision,
b)
In a new manufactured-home park or subdivision,
c)
In an expansion to an existing manufactured-home park or subdivision, or
d)
In an existing manufactured-home park or subdivision on which a manufactured home has incurred "substantial damage" as the result of a flood:
i)
shall be elevated on a permanent foundation such that the lowest floor of the manufactured home is elevated one foot above the base flood elevation and be securely anchored to an adequately designed foundation system to resist flotation, collapse and lateral movement.
2.
Manufactured homes to be placed or substantially improved on sites in an existing manufactured home park or subdivision within Zones A1-30, AH, and AE on the community's FIRM that are not subject to the above manufactured home provisions be elevated so that either:
a)
The lowest floor of the manufactured home is elevated one foot above the base flood elevation, or
b)
The manufactured home chassis is supported by reinforced piers or other foundation elements of at least equivalent strength that are no less than 36 inches in height above grade and be securely anchored to an adequately designed foundation system to resist flotation, collapse, and lateral movement.
1.
Recreational vehicles placed on sites are required to either:
a)
Be on the site for fewer than 180 consecutive days,
b)
Be fully licensed and ready for highway use, on its wheels or jacking system, is attached to the site only by quick disconnect type utilities and security devices, and has no permanently attached additions; or
c)
Meet the requirements of Section 10A-47-115 above and the elevation and anchoring requirements for manufactured homes.
In areas where a regulatory floodway has not been designated, no new construction, substantial improvements, or other development (including fill) shall be permitted within Zones A1-30 and AE on the community's FIRM, unless it is demonstrated that the cumulative effect of the proposed development, when combined with all other existing and anticipated development, will not increase the water surface elevation of the base flood more than one foot at any point within the community.
Located within areas of special flood hazard established in Section 3.2 are areas designated as floodways. Since the floodway is an extremely hazardous area due to the velocity of floodwaters which carry debris, potential projectiles, and erosion potential, the following provisions shall be applied to any proposal for development:
1.
Prohibit encroachments, including fill, new construction, substantial improvements, and other development unless certification by a registered professional civil engineer is provided demonstrating through hydrologic and hydraulic analyses performed in accordance with standard engineering practice that encroachments shall not result in any increase in flood levels during the occurrence of the base flood discharge.
2.
If 1. is satisfied, all new construction and substantial improvements shall comply with all applicable flood hazard reduction provisions of Sections 10A-47-75 through 5.0.
Shallow flooding areas appear on FIRMs as AO Zones with depth designations. The base flood depths in these zones range from one to three feet above ground where a clearly defined channel does not exist, or where the path of flooding is unpredictable and where velocity flow may be evident. Such flooding is usually characterized as sheet flow. In these areas, the following provisions apply:
1.
New construction and substantial improvements of residential structures and manufactured homes within AO Zones shall have the lowest floor (including basement) elevated above the highest grade adjacent to the building, one foot or more above the depth number specified on the FIRM (at least two feet if no depth number is specified).
2.
New construction and substantial improvements of nonresidential structures within AO Zones shall either:
a)
Have the lowest floor (including basement) elevated above the highest adjacent grade of the building site, one foot or more above the depth number specified on the FIRM (at least two feet if no depth number is specified); or
b)
Together with attendant utility and sanitary facilities, be completely flood proofed to or above that level so that any space below that level 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 effects of buoyancy. If this method is used, compliance shall be certified by a registered professional engineer or architect as in Section 10A-47-110 3.
c)
Require adequate drainage paths around structures on slopes to guide floodwaters around and away from proposed structures.
3.
Recreational vehicles placed on sites within AO Zones on the community's FIRM either:
a)
Be on the site for fewer than 180 consecutive days,
b)
Be fully licensed and ready for highway use; on its wheels or jacking system; attached to the site only by quick disconnect type utilities and security devices, and have no permanently attached additions; or
c)
Meet the requirements of 10A-47-135 above, and the elevation and anchoring requirements for manufactured homes.
Construction of new critical facilities shall be, to the extent possible, located outside the limits of the Special Flood Hazard Area (SFHA) (100-year floodplain). Construction of new critical facilities shall be permissible within the SFHA if no feasible alternative site is available. Critical facilities constructed within the SFHA shall have the lowest floor elevated three feet or to the height of the 500-year flood, whichever is higher. Access to and from the critical facility should also be protected to the height utilized above. Flood proofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters. Access routes elevated to or above the level of the base flood elevation shall be provided to all critical facilities to the extent possible.
47 - FHO, FLOOD HAZARD OVERLAY ZONE
Note: The City must have an elevation certificate prior to any property in the 100-year flood plain. Letters will not be accepted.
The State of Oregon has delegated the responsibility to local governmental units to adopt regulations designed to promote the public health, safety, and general welfare of its citizenry. Therefore, the City of Ontario does ordain as follows:
The flood hazard areas of the City of Ontario, its Urban Growth Area and Urban Reserve Areas, are subject to periodic inundation which results in loss of life and property, health, and safety hazards, disruption of commerce and governmental services, extraordinary public expenditures for flood protection and relief, and impairment of the tax base, all of which adversely affect the public health, safety, and general welfare.
These flood losses are caused by the cumulative effect of obstructions in areas of special flood hazards which increase flood heights and velocities, and when inadequately anchored, damage uses in other areas. Uses that are inadequately floodproofed, elevated, or otherwise protected from flood damage also contribute to the flood loss.
It is the purpose of these standards to promote the public health, safety, and general welfare, and to minimize public and private losses due to flood conditions in specific areas by provisions designed:
1.
To protect human life and health;
2.
To minimize expenditure of public money and costly flood control projects;
3.
To minimize the need for rescue and relief efforts associated with flooding and generally undertaken at the expense of the general public;
4.
To minimize prolonged business interruptions;
5.
To minimize damage to public facilities and utilities such as water and gas mains, electric, telephone and sewer lines, streets, and bridges located in areas of special flood hazard;
6.
To help maintain a stable tax base by providing for the sound use and development of areas of special flood hazard so as to minimize future flood blight areas;
7.
To ensure that potential buyers are notified that property is in an area of special flood hazard; and,
8.
To ensure that those who occupy the areas of special flood hazard assume responsibility for their actions.
In order to accomplish its purposes, these standards include methods and provisions for:
1.
Restricting or prohibiting uses which are dangerous to health, safety, and property due to water or erosion hazards, or which result in damaging increases in erosion or in flood heights or velocities;
2.
Requiring that uses vulnerable to floods, including facilities which serve such uses, be protected against flood damage at the time of initial construction;
3.
Controlling the alteration of natural flood plains, stream channels, and natural protective barriers, which help accommodate or channel flood waters;
4.
Controlling filling, grading, dredging, and other development which may increase flood damage; and
5.
Preventing or regulating the construction of flood barriers which will unnaturally divert flood waters or may increase flood hazards in other areas.
The areas mapped on the Official Zoning Map as FHO, Flood Hazard Overlay Zone, are the areas of special flood hazard and floodways identified by the Federal Insurance Administration in a scientific and engineering report entitled "The Flood Insurance Study for the City of Ontario, Malheur County" dated March 16, 1983 with accompanying Flood Insurance Rate Maps and Flood Boundary/Floodway Maps are hereby adopted by reference and declared to be part of this Title. The Flood Insurance Study is on file at the Ontario City Hall, 444 SW 4th Street, Ontario, Oregon.
Unless specifically defined below, words or phrases used in these standards shall be interpreted so as to give them the meaning they have in common usage and to give these standards its most reasonable application.
"APPEAL" means a request for a review of the interpretation of any provision of these standards or a request for a variance.
"AREA OF SHALLOW FLOODING" means a designated AO, or AH Zone on the Flood Insurance Rate Map (FIRM). The base flood depths range from one to three feet; a clearly defined channel does not exist; the path of flooding is unpredictable and indeterminate; and, velocity flow may be evident. AO is characterized as sheet flow and AH indicates ponding.
"AREA OF SPECIAL FLOOD HAZARD" means the land in the flood plain within a community subject to a one percent or greater chance of flooding in any given year. Designation on maps always includes the letters A or V.
"BASE FLOOD" means the flood having a one percent chance of being equaled or exceeded in any given year. Also referred to as the "100-year flood." Designation on maps always includes the letters A or V.
"BASEMENT" means any area of the building having its floor subgrade (below ground level) on all sides.
"BREAKAWAY WALL" means a wall that is not part of the structural support of the building and is intended through its design and construction to collapse under specific lateral loading forces, without causing damage to the elevated portion of the building or supporting foundation system.
"COASTAL HIGH HAZARD AREA" means an area of special flood hazard extending from offshore to the inland limit of a primary frontal dune along an open coast and any other area subject to high velocity wave action from storms or seismic sources. The area is designated on the FIRM as Zone V1-V30, VE or V.
"CRITICAL FACILITY" means a facility for which even a slight chance of flooding might be too great. Critical facilities include, but are not limited to schools, nursing homes, hospitals police, fire and emergency response installations, installations which produce, use or store hazardous materials or hazardous waste.
"DEVELOPMENT" means any manmade change to improved or unimproved real estate, including but not limited to buildings or other structures, mining, dredging, filling, grading, paving, excavation, or drilling operations located within the area of special flood hazard. Development does not include those activities of a type and magnitude which have no potential effects on water surface elevations or on the level of insurable damages, as determined by the Planning Director or designate, based on documentation supplied by the applicant.
"ELEVATED BUILDING" means for insurance purposes, a nonbasement building which has its lowest elevated floor raised above ground level by foundation walls, shear walls, post, piers, pilings, or columns.
"EXISTING MANUFACTURED HOME PARK OR SUBDIVISION" means a manufactured home park subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including, at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed before the effective date of the adopted floodplain management regulations.
"EXPANSION TO AN EXISTING MANUFACTURED HOME PARK OR SUBDIVISION" means the preparation of additional sites by the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads).
"FLOOD" OR "FLOODING" means a general and temporary condition of partial or complete inundation of normally dry land areas from:
a)
The overflow of inland or tidal waters and/or
b)
The unusual and rapid accumulation of runoff of surface waters from any source.
"FLOOD INSURANCE RATE MAP (FIRM)" means the official map on which the Federal Insurance Administration has delineated both the areas of special flood hazards and the risk premium zones applicable to the community.
"FLOOD INSURANCE STUDY" means the official report provided by the Federal Insurance Administration that includes flood profiles, the Flood Boundary-Floodway Map, and the water surface elevation of the base flood.
"FLOODWAY" means the channel of a river or other watercourse and the adjacent land areas that must be reserved in order to discharge the base flood without cumulatively increasing the water surface elevation more than one foot.
"LOWEST FLOOR" means the lowest floor of the lowest enclosed area (including basement). An unfinished or flood resistant enclosure, usable solely for parking of vehicles, building access or storage, in an area other than a basement area, is not considered a building's lowest floor, provided that such enclosure is not built so as to render the structure in violation of the applicable non-elevation design requirements of these standards found at Section 5.2-1(2).
"MANUFACTURED HOME" means a structure, transportable in one or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when attached to the required utilities. The term "manufactured home" does not include a "recreational vehicle."
"MANUFACTURED HOME PARK OR SUBDIVISION" means a parcel (or contiguous parcels) of land divided into two or more manufactured home lots for rent or sale.
"NEW CONSTRUCTION" means structures for which the "start of construction" commenced on or after the effective date of these standards.
"NEW MANUFACTURED HOME PARK OR SUBDIVISION" means a manufactured home park or subdivision for which the construction of facilities for servicing the lots on which the manufactured homes are to be affixed (including at a minimum, the installation of utilities, the construction of streets, and either final site grading or the pouring of concrete pads) is completed on or after the effective date of adopted floodplain management regulations.
"RECREATIONAL VEHICLE" means a vehicle which is:
a)
Built on a single chassis;
b)
400 square feet or less when measured at the largest horizontal projection;
c)
Designed to be self-propelled or permanently towable by a light duty truck; and
d)
Designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use.
"SPECIAL FLOOD HAZARD AREA" The special flood hazard area is that area within the 100 year floodplain.
"START OF CONSTRUCTION" includes substantial improvement, and means the date the building permit was issued, provided the actual start of construction, repair, reconstruction, placement or other improvement was within 180 days of the permit date. The actual start means either the first placement of permanent construction of a structure on a site, such as the pouring of slab or footings, the installation of piles, the construction of columns, or any work beyond the stage of excavation; or the placement of a manufactured home on a foundation. Permanent construction does not include land preparation, such as clearing, grading and filling; nor does it include the installation of streets and/or walkways; nor does it include excavation for a basement, footings, piers, or foundations or the erection of temporary forms; nor does it include the installation on the property of accessory buildings, such as garages or sheds not occupied as dwelling units or not part of the main structure. For a substantial improvement, the actual start of construction means the first alteration of any wall, ceiling, floor, or other structural part of a building, whether or not that alteration affects the external dimensions of the building.
"STRUCTURE" means a walled and roofed building including a gas or liquid storage tank that is principally above ground.
"SUBSTANTIAL DAMAGE" means damage of any origin sustained by a structure whereby the cost of restoring the structure to its before damaged condition would equal or exceed 50 percent of the market value of the structure before the damage occurred.
"SUBSTANTIAL IMPROVEMENT" means any repair, reconstruction, or improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure either:
a)
Before the improvement or repair is started; or
b)
If the structure has been damaged and is being restored, before the damage occurred. For the purposes of this definition, "substantial improvement" is considered to occur when the first alteration of any wall, ceiling, floor, or other structural part of the building commences, whether or not that alteration affects the external dimensions of the structure.
The term does not, however, include either:
c)
Any project for improvement of a structure to correct existing violations of State or local health, sanitary, or safety code specifications which have been identified by the local Code Enforcement Official and which are the minimum necessary to assure safe living conditions or
d)
Any alteration of a structure listed on the National Register of Historic Places or a State Inventory of Historic Places.
"VARIANCE" means a grant of relief from the requirements of these standards which permits construction in a manner that would otherwise be prohibited by these standards.
"WATER DEPENDENT" means a structure for commerce or industry which cannot exist in any other location and is dependent on the water by reason of the intrinsic nature of its operations.
No structure or land shall hereafter be constructed, located, extended, converted, or altered without full compliance with the terms of these standards and other applicable regulations. Violations of the provisions of these standards by failure to comply with any of its requirements (including violations of conditions and safeguards established in connection with conditions) shall be prosecuted according to this Title. Nothing herein contained shall prevent the City of Ontario from taking such other lawful action as is necessary to prevent or remedy any violation.
These standards are not intended to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions. However, where these standards and another ordinance, easement, covenant, or deed restriction conflict or overlap, whichever imposes the more stringent restrictions shall prevail.
In the interpretation and application of these standards, all provisions shall be:
1.
Considered as minimum requirements;
2.
Liberally construed in favor of the governing body; and,
3.
Deemed neither to limit or repeal any other powers granted under State statutes.
The degree of flood protection required by these standards is considered reasonable for regulatory purposes and is based on scientific and engineering considerations. Larger floods can and will occur on rare occasions. Flood heights may be increased by man-made or natural causes. These standards do not imply that land outside the areas of special flood hazards or uses permitted within such areas will be free from flooding or flood damages. These standards shall not create liability on the part of the City of Ontario, any officer or employee thereof, or the Federal Insurance Administration, for any flood damages that result from reliance on these standards or any administrative decision lawfully made hereunder.
A development permit shall be obtained before construction or development begins within any area of special flood hazard established in Section 10-47-05. The permit shall be for all structures including manufactured homes, as set forth in the "DEFINITIONS," and for all development including fill and other activities, also as set forth in the "DEFINITIONS."
Application for a development permit shall be made on forms furnished by the City Planning Official and may include but not be limited to plans in duplicate drawn to scale showing the nature, location, dimensions, and elevations of the area in question; existing or proposed structures, fill, storage of materials, drainage facilities, and the location of the foregoing. Specifically, the following information is required:
1.
Elevation in relation to mean sea level, of the lowest floor (including basement) of all structures;
2.
Elevation in relation to mean sea level to which any structure has been flood proofed;
3.
Certification by a registered professional engineer or architect that the flood proofing methods for any nonresidential structure meet the flood proofing criteria in Section 10A-47-110; and
4.
Description of the extent to which a watercourse will be altered or relocated as a result of proposed development.
The Planning Official is hereby appointed to administer and implement these standards by granting or denying development permit applications in accordance with its provisions.
Duties of the Planning Official shall include, but not be limited to:
1.
Permit Review.
a)
Review all development permits to determine that the permit requirements of these standards have been satisfied.
b)
Review all development permits to determine that all necessary permits have been obtained from those Federal, State, or local governmental agencies from which prior approval is required.
c)
Review all development permits to determine if the proposed development is located in the floodway. If located in the floodway, assure that the encroachment provisions of Section 10A-47-130 are met.
When base flood elevation data has not been provided (A and V Zones) in accordance with Section 10A-47-05, APPLICABILITY, the (local administrator) shall obtain, review, and reasonably utilize any base flood elevation and floodway data available from a Federal, State or other source, in order to administer Sections 10-47-105 SPECIFIC STANDARDS, and 10A-47-130 FLOODWAYS.
1.
Where base flood elevation data is provided through the Flood Insurance Study, FIRM, or required as in Section 10A-47-15, obtain and record the actual elevation (in relation to mean sea level) of the lowest floor (including basement) of all new or substantially improved structures, and whether or not the structure contains a basement.
2.
For all new or substantially improved flood proofed structures where base flood elevation data is provided through the Flood Insurance Study, FIRM, or as required in Section 10A-47-15:
a)
Verify and record the actual elevation (in relation to mean sea level), and
b)
Maintain the flood proofing certifications required in Section 10A-47-15.
c)
Maintain for public inspection all records pertaining to the provisions of these standards.
If alteration of a watercourse is proposed, the proposal shall meet the following standards at a minimum:
1.
Notify adjacent communities and the Department of Land Conservation and Development prior to any alteration or relocation of a watercourse, and submit evidence of such notification to the Federal Insurance Administration.
2.
Require that maintenance is provided within the altered or relocated portion of said watercourse so that the flood carrying capacity is not diminished.
1.
Any fill or materials proposed must be shown to have a beneficial purpose, and the amount thereof not greater than is necessary to achieve the purpose, as demonstrated by a plan submitted by the owner, showing the uses to which the filled land will be put and the final dimensions of the proposed fill or other materials.
2.
Where necessary due to velocity or other factors, such fill or other materials shall be protected against erosion by riprap, vegetative cover, or bulkheading. Structures are allowed on fill, subject to the specific standards under Section 10-47-105, if the first floor or basement floor is one foot above the base flood elevation. The finished fill shall be at a point no lower than the base flood elevation for the particular area.
3.
All fill placed at or below the base flood elevation shall be balanced with at least an equal amount of material removal either on-site, or from a nearby area at or below the base flood elevation and in the same drainage basin and floodplain. Balancing of fill shall occur concurrent with the placement of fill unless the removal is off-site, in which case the balance shall be complete before the next flood season (December through July of any year). Fill may be balanced by participation in a City-approved mitigation bank; if balance is through mitigation bank participation, the balance shall be completed pursuant to the schedule thereof, but in no case more than one year from the date of fill.
4.
Excavation below the level of the seasonal groundwater table shall not be used in balancing fill volumes against excavation volumes; the mean annual groundwater level shall be determined by soil morphology, or other available data on groundwater conditions.
5.
The site plan shall identify the area where material is removed from the floodplain to balance fill volumes, including pertinent elevations and volume of fill removed.
6
A registered engineer or architect shall certify that the amount of material removed balances the amount of fill material
7.
The property owner shall sign a statement acceptable to the City that the delineated area where material is removed to balance fill volumes cannot be used in the future as balancing for a fill, except through these standards.
8.
When the balancing occurs off-site, the application shall also include:
a)
Property-owner authorization; and
b)
A site plan as described in Subsection 5. above, including a legal description of the parcel.
9.
The following uses or activities are not subject to the provisions of Section 1. through 8. above:
a)
Removal and/or fill necessary to plant new trees or vegetation;
b)
Removal and/or fill required for the construction of storm-water runoff detention facilities and/or structures;
c)
Removal and/or fill required for the construction of other facilities such as levees designed specifically to reduce or mitigate flood impacts;
10.
Stream crossings, including bridges and culverts, and transportation projects may be permitted if designed as balanced removal and fill projects, or are designed to not significantly raise the base flood elevation, provided that:
a)
Such projects shall be designed to minimize the area of fill in the area of special flood hazard areas and to minimize erosive water velocities;
b)
Stream crossings shall be as close to perpendicular to the stream as practicable; and
c)
Stream crossings shall be designed to allow fish passage; and
d)
Stream crossings are subject to review and approval pursuant to applicable Federal and State statutes and administrative rules.
11.
Structures are allowed on fill, subject to the specific standards under Section 10A-47-105 if the first floor or basement floor is one foot or more above the base flood elevation. The finished fill shall be at or above the base flood elevation for the specific area.
Make interpretations where needed, as to exact location of the boundaries of the areas of special flood hazards (for example, where there appears to be a conflict between a mapped boundary and actual field conditions). The person contesting the location of the boundary shall be given a reasonable opportunity to appeal the interpretation as provided in Chapter 10B-10.
Variances shall be administered as set forth in Section 10B-01-25, and 10B-04; applications for a variance shall be submitted as set forth in Section 10B-02. Appeals shall be administered consistent with Chapter 10B-10 of the OMC. Variances and appeals shall only be granted under the following as applicable:
1.
In passing upon such applications, the decision maker shall consider all technical evaluations, all relevant factors, standards specified in other sections of these standards, and:
a)
The danger that materials may be swept onto other lands to the injury of others;
b)
The danger to life and property due to flooding or erosion damage;
c)
The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner;
d)
The importance of the services provided by the proposed facility to the community;
e)
The necessity to the facility of a waterfront location, where applicable;
f)
The availability of alternative locations for the proposed use which are not subject to flooding or erosion damage;
g)
The compatibility of the proposed use with existing and anticipated development;
h)
The relationship of the proposed use to the comprehensive plan and flood plain management program for that area;
i)
The safety of access to the property in times of flood for ordinary and emergency vehicles;
j)
The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters and the effects of wave action, if applicable, expected at the site; and,
k)
The costs of providing governmental services during and after flood conditions, including maintenance and repair of public utilities and facilities such as sewer, gas, electrical, and water systems, and streets and bridges.
Generally, the only condition under which a variance from the elevation standard may be issued is for new construction and substantial improvements to be erected on a lot of one-half acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, providing items in Section 10-47-50 have been fully considered. As the lot size increases the technical justification required for issuing the variance increases.
1.
Variances may be issued for the reconstruction, rehabilitation, or restoration of structures listed on the National Register of Historic Places or the Statewide Inventory of Historic Properties, without regard to the procedures set forth in this Section.
2
Variances shall not be issued within a designated floodway if any increase in flood levels during the base flood discharge would result.
3.
Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard, to afford relief.
4.
Variances shall only be issued upon:
a)
A showing of good and sufficient cause;
b)
A determination that failure to grant the variance would result in exceptional hardship to the applicant;
c)
A determination that the granting of a variance will not result in increased flood heights, additional threats to public safety, extraordinary public expense, create nuisances, cause fraud on or victimization of the public as identified in Section 10A-47-50, or conflict with existing local laws or ordinances.
5.
Variances as interpreted in the National Flood Insurance Program are based on the general zoning law principle that they pertain to a physical piece or property; they are not personal in nature and do not pertain to the structure, its inhabitants, economic or financial circumstances. They primarily address small lots in densely populated residential neighborhoods. As such, variances from the flood elevations should be quite rare.
6.
Variances may be issued for nonresidential buildings in very limited circumstances to allow a lesser degree of flood proofing than watertight or dry-flood proofing, where it can be determined that such action will have low damage potential, complies with all other variance criteria except (1) above, and otherwise complies with Sections 10A-47-75 and 10A-47-80.
7.
Any applicant to whom a variance is granted shall be given written notice that the structure will be permitted to be built with a lowest floor elevation below the base flood elevation and that the cost of flood insurance will be commensurate with the increased risk resulting from the reduced lowest floor elevation.
Applications for variances shall contain sufficient information to determine that the following criteria are met, where applicable:
1.
The danger that materials may be swept onto other lands to the injury of others;
2.
The danger to life and property due to flooding or erosion damage;
3.
The susceptibility of the proposed facility and its contents to flood damage and the effect of such damage on the individual owner;
4.
The importance of the services provided by the proposed facility to the community;
5.
The necessity to the facility of a waterfront location, where applicable;
6.
The availability of alternative locations for the proposed use which are not subject to flooding or erosion damage;
7.
The compatibility of the proposed use with existing and anticipated development;
8.
The relationship of the proposed use to the comprehensive plan and flood plain management program for that area;
9.
The safety of access to the property in times of flood for ordinary and emergency vehicles;
10.
The expected heights, velocity, duration, rate of rise, and sediment transport of the flood waters and the effects of wave action, if applicable, expected at the site; and,
11.
The costs of providing governmental services during and after flood conditions, including maintenance and repair of public utilities and facilities such as sewer, gas, electrical, and water systems, and streets and bridges.
Upon consideration of the factors of the above Section and the purposes of these standards, the City may attach such conditions to the granting of variances as it deems necessary to further the purposes of these standards.
The Planning Official shall maintain the records of all appeal actions and report any variances to the Federal Insurance Administration upon request.
In all areas of special flood hazards, the following standards are required:
1.
Anchoring.
a)
All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure.
b)
All manufactured homes must likewise be anchored to prevent flotation, collapse, or lateral movement, and shall be installed using methods and practices that minimize flood damage. Anchoring methods may include, but are not limited to, use of over-the-top or frame ties to ground anchors (Reference FEMA "Manufactured Home Installation in Flood Hazard Areas" guidebook for additional techniques).
Adequate drainage paths are required around structures on slopes to guide floodwaters around and away from proposed structures.
1.
All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage.
2.
All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage.
3.
Electrical, heating, ventilation, plumbing, and air-conditioning equipment and other service facilities shall be designed and/or otherwise elevated or located so as to prevent water from entering or accumulating within the components during conditions of flooding.
1.
All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of flood waters into the system;
2.
New and replacement sanitary sewage 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 shall be located to avoid impairment to them or contamination from them during flooding.
1.
All land division proposals shall be consistent with the need to minimize flood damage;
2.
All land division proposals 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 land division proposals shall have adequate drainage provided to reduce exposure to flood damage; and,
4.
Where base flood elevation data has not been provided or is not available from another authoritative source, it shall be generated for land division proposals and other proposed developments.
Where elevation data is not available either through the Flood Insurance Study, FIRM, or from another authoritative source (Section 4.3-2), applications for building permits shall be reviewed to assure that proposed construction will be reasonably safe from flooding. The test of reasonableness is a local judgment and includes use of historical data, high water marks, photographs of past flooding, etc., where available. Failure to elevate at least two feet above grade in these zones may result in higher insurance rates.
In all areas of special flood hazards where base flood elevation data has been provided (Zones A1-30, AH, and AE) as set forth in Section 10A-47-05, Applicability, or Section 10A-47-30, Use of Other Base Flood Data (In A and V Zones), the following provisions are required:
1.
Residential construction:
a)
New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated one foot above the base flood elevation.
b)
Fully enclosed areas below the lowest floor that are subject to flooding are prohibited, or shall be designed to automatically equalize hydrostatic flood forces on exterior walls by allowing for the entry and exit of floodwaters. Designs for meeting this requirement must be either be certified by a registered professional engineer or architect or must meet or exceed the following minimum criteria:
i)
A minimum of two openings having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding shall be provided.
ii)
The bottom of all openings shall be no higher than one foot above grade.
iii)
Openings may be equipped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters.
New construction and substantial improvement of any commercial, industrial or other nonresidential structure shall either have the lowest floor, including basement, elevated at or above the base flood elevation; or, together with attendant utility and sanitary facilities, shall:
1.
Be flood proofed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water;
2.
Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy;
3.
Be certified by a registered professional engineer or architect that the design and methods of construction are in accordance with accepted standards of practice for meeting provisions of this Subsection based on their development and/or review of the structural design, specifications and plans. Such certifications shall be provided to the official as set forth in Section 10-47-35 2.;
4.
Nonresidential structures that are elevated, not flood proofed, must meet the same standards for space below the lowest floor as described in 10A-47-105 1.b);
5.
Applicants flood proofing nonresidential buildings shall be notified that flood insurance premiums will be based on rates that are one foot below the flood proofed level (e.g. a building flood proofed to the base flood level will be rated as one foot below.
1.
All manufactured homes to be placed or substantially improved on sites:
a)
Outside of a manufactured home park or subdivision,
b)
In a new manufactured-home park or subdivision,
c)
In an expansion to an existing manufactured-home park or subdivision, or
d)
In an existing manufactured-home park or subdivision on which a manufactured home has incurred "substantial damage" as the result of a flood:
i)
shall be elevated on a permanent foundation such that the lowest floor of the manufactured home is elevated one foot above the base flood elevation and be securely anchored to an adequately designed foundation system to resist flotation, collapse and lateral movement.
2.
Manufactured homes to be placed or substantially improved on sites in an existing manufactured home park or subdivision within Zones A1-30, AH, and AE on the community's FIRM that are not subject to the above manufactured home provisions be elevated so that either:
a)
The lowest floor of the manufactured home is elevated one foot above the base flood elevation, or
b)
The manufactured home chassis is supported by reinforced piers or other foundation elements of at least equivalent strength that are no less than 36 inches in height above grade and be securely anchored to an adequately designed foundation system to resist flotation, collapse, and lateral movement.
1.
Recreational vehicles placed on sites are required to either:
a)
Be on the site for fewer than 180 consecutive days,
b)
Be fully licensed and ready for highway use, on its wheels or jacking system, is attached to the site only by quick disconnect type utilities and security devices, and has no permanently attached additions; or
c)
Meet the requirements of Section 10A-47-115 above and the elevation and anchoring requirements for manufactured homes.
In areas where a regulatory floodway has not been designated, no new construction, substantial improvements, or other development (including fill) shall be permitted within Zones A1-30 and AE on the community's FIRM, unless it is demonstrated that the cumulative effect of the proposed development, when combined with all other existing and anticipated development, will not increase the water surface elevation of the base flood more than one foot at any point within the community.
Located within areas of special flood hazard established in Section 3.2 are areas designated as floodways. Since the floodway is an extremely hazardous area due to the velocity of floodwaters which carry debris, potential projectiles, and erosion potential, the following provisions shall be applied to any proposal for development:
1.
Prohibit encroachments, including fill, new construction, substantial improvements, and other development unless certification by a registered professional civil engineer is provided demonstrating through hydrologic and hydraulic analyses performed in accordance with standard engineering practice that encroachments shall not result in any increase in flood levels during the occurrence of the base flood discharge.
2.
If 1. is satisfied, all new construction and substantial improvements shall comply with all applicable flood hazard reduction provisions of Sections 10A-47-75 through 5.0.
Shallow flooding areas appear on FIRMs as AO Zones with depth designations. The base flood depths in these zones range from one to three feet above ground where a clearly defined channel does not exist, or where the path of flooding is unpredictable and where velocity flow may be evident. Such flooding is usually characterized as sheet flow. In these areas, the following provisions apply:
1.
New construction and substantial improvements of residential structures and manufactured homes within AO Zones shall have the lowest floor (including basement) elevated above the highest grade adjacent to the building, one foot or more above the depth number specified on the FIRM (at least two feet if no depth number is specified).
2.
New construction and substantial improvements of nonresidential structures within AO Zones shall either:
a)
Have the lowest floor (including basement) elevated above the highest adjacent grade of the building site, one foot or more above the depth number specified on the FIRM (at least two feet if no depth number is specified); or
b)
Together with attendant utility and sanitary facilities, be completely flood proofed to or above that level so that any space below that level 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 effects of buoyancy. If this method is used, compliance shall be certified by a registered professional engineer or architect as in Section 10A-47-110 3.
c)
Require adequate drainage paths around structures on slopes to guide floodwaters around and away from proposed structures.
3.
Recreational vehicles placed on sites within AO Zones on the community's FIRM either:
a)
Be on the site for fewer than 180 consecutive days,
b)
Be fully licensed and ready for highway use; on its wheels or jacking system; attached to the site only by quick disconnect type utilities and security devices, and have no permanently attached additions; or
c)
Meet the requirements of 10A-47-135 above, and the elevation and anchoring requirements for manufactured homes.
Construction of new critical facilities shall be, to the extent possible, located outside the limits of the Special Flood Hazard Area (SFHA) (100-year floodplain). Construction of new critical facilities shall be permissible within the SFHA if no feasible alternative site is available. Critical facilities constructed within the SFHA shall have the lowest floor elevated three feet or to the height of the 500-year flood, whichever is higher. Access to and from the critical facility should also be protected to the height utilized above. Flood proofing and sealing measures must be taken to ensure that toxic substances will not be displaced by or released into floodwaters. Access routes elevated to or above the level of the base flood elevation shall be provided to all critical facilities to the extent possible.