Kenai Peninsula Borough
Floodplain Development Ordinance
21.06.010. Findings and statement
21.06.020. Definitions
21.06.030. General provisions
21.06.040. Administration
21.06.045. KPB GIS mapped flood data area.
21.06.050. Standards
21.06.060. Variance procedure
21.06.010. Findings and statement
The assembly adopts the following findings and statements establishing a floodplain management chapter:
A. Findings. The flood hazard areas of Kenai Peninsula Borough 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.
B. Statement of Purpose. It is the purpose of this chapter 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.
C. Objectives. In order to accomplish its purposes, this chapter includes 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 floodplains, stream channels, and natural protective barriers, which help accommodate or channel floodwaters;
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 floodwaters or which may increase flood hazards in other areas.
(Ord. No. 88-7, § 2(part), 1988)
For the purposes of this chapter, the following words and phrases shall be defined as follows:
A. "Coastal high hazard area" means the area subject to high velocity waters due to wind, tidal action, storm, tsunami or any similar force, acting singly or in any combination resulting in a wave or series of waves of sufficient magnitude, velocity or frequency to endanger property and lives.
B. "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.
C. "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.
D. "Federal Emergency Management Agency" is the agency responsible for administration of the National Flood Insurance Program.
E. "Flood hazard area" means the land area covered by the flood, having a 1 percent chance of occurring in any given year. See also "100-year flood".
F. "Flood Insurance Rate Map (FIRM)" means the map of the community issued by the FEMA which delineates the area subject to the 100-year flood, the water surface elevation of the base flood and the flood insurance rate zones.
G. "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 a designated height, usually 1 foot, at any point.
H. "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 the 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 this chapter found at Section 21.06.050(B)(1).
J. "Manufactured home" means a structure, transportable in 1 or more sections, which is built on a permanent chassis and is designed for use with or without a permanent foundation when connected to the required utilities. For floodplain management purposes the term "manufactured home" also includes park trailers, travel trailers, and other similar vehicles placed on a site for greater than 180 consecutive days. For insurance purposes the term "manufactured home" does not include park trailers, travel trailers, and other similar vehicles.
K. "100-year flood" (also called "regulatory flood," "base flood" or "special flood hazard area") means a flood of a magnitude which can be expected to occur on an average of once every 100 years. It is possible for this size flood to occur during any year, and possibly in successive years. It would have a 1 percent chance of being equaled or exceeded in any year. Statistical analysis of available streamflow or storm records, or analysis of rainfall and runoff characteristics of the watershed, or topography and storm characteristics are used to determine the extent and depth of the 100-year flood.
L. "Planning department" means the planning department of the Kenai Peninsula Borough.
M. "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 foundation or 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.
N. "Structure" means a walled and roofed building including liquid or gas storage tank, as well as a manufactured home that is principally above ground.
O. "Substantial improvement" means any remodeling, repair, reconstruction or improvement of a structure, the cost of which equals or exceeds 50 percent of the market value of the structure before the improvement or repair is started or, if the property has been damaged and is being restored, before the damage occurred.
P. "Variance" means a grant of relief from the requirements of this chapter, which permits construction in a manner that would otherwise be prohibited by this chapter.
Q. "SMFDA" means the Seward Mapped Flood Data Area which includes the 1986, 1995, and 2006 KPB GIS mapped flood data area within the Seward-Bear Creek Flood Service Area outside the FIRM and city limits of Seward.
R. "Primary structure" means a dwelling, a building suitable for commercial use, or any structure which wil be served by water or wastewater disposal systems or a fuel storage tank. This definition is applicable only in the SMFDA.
S. "Substantial Evidence" means evidence a reasonable mind might accept to support a conclusion.
T. "Minimum Flood Corridor" means the active physical bank full channel of the stream, river or creek as measured at the seasonal high water flows.
(Ord. No. 2009-09(S), § 1, 3-24-09; Ord. No. 88-7, § 2(part), 1988)
A. Lands to Which this Chapter Applies. This chapter shall apply to all flood hazard areas within the Kenai Peninsula Borough exclusive of the cities of Homer, Kenai, and Soldotna.
B. Basis for establishing flood hazard areas. Flood hazard areas are identified by the flood insurance rate maps with an effective date of May 19, 1981, revised on July 5, 1983 and December 6, 1999. The map panels numbered 020012-1350 and 1700 have been deleted and the areas depicted by these panels are not subject to the terms of this chapter. Excluding these panels, the flood insurance rate maps are adopted by reference and declared to be a part of this chapter. The flood insurance rate maps are on file at the planning department.
C. Warning and Disclaimer of Liability. The degree of flood protection required by this chapter 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 manmade or natural causes. This chapter does 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. This chapter shall not create liability on the part of the Kenai Peninsula Borough, any officer or employee thereof, or the Federal Insurance Administration, for any flood damages that result from reliance on this chapter or any administrative decision lawfully made thereunder.
D. Noncompliance--Enforcement. No structure or land shall hereafter be constructed, located, extended, converted, or altered without full compliance with the terms of this chapter and other applicable regulations. Violations of this chapter are infractions, and are subject to civil fines. Violation of the provisions of this chapter by failure to comply with any of its requirements shall be enforced pursuant to the provisions of KPB 21.24.
(Ord. No. 99-73, § 1, 1-18-00; Ord. No. 97-55, § 1, 1997; Ord. No. 88-7, § 2(part), 1988)
A. Development Permit Required. A development permit shall be obtained before construction or development begins within flood hazard areas established in Section 21.06.030(B). The permit shall be for all structures and for all other development including fill and other activities. Application for a development permit shall be made on forms furnished by the borough and shall 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 floodproofed;
3. Certification by a registered professional engineer or architect that the floodproofing methods for any nonresidential structure meet the floodproofing criteria in Section 21.06.050(B)(2)
4. Description of the extent to which a watercourse will be altered or relocated as a result of proposed development.
B. Designation of the Borough Administrator. The planning department is appointed to administer and implement this chapter by granting or denying development permit applications in accordance with its provisions.
C. Duties and Responsibilities of the Planning Department. Duties of the planning department shall include, but not be limited to:
1. Permit Application Review.
a. Review all development permit applications to determine that the permit requirements have been met,
b. Review all development permit applications 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 permit applications to determine if the proposed development is located in the floodway. If located in the floodway, assure that the encroachment provisions of Section 21.06.050(C)(1) are met.
2. Issue Permit.
a. Upon determination that the submitted and recorded information connected with the permit application meets the terms of this chapter, the planning department shall issue a floodplain development permit to the original applicant.
b. The floodplain development permit shall be valid for a period of 1 year from the issue date.
c. The floodplain development permit is not assignable without permission from the planning department.
3. Use of Other Base Flood Data. When base flood elevation data has not been provided in accordance with Section 21.06.030(B), the Planning Department shall obtain, review, and reasonably utilize any base flood and floodway elevation data available from a federal, state or other source, in order to administer subsections (B)(1), (B)(2) and (C) of Section 21.06.050.
4. Information to be Obtained and Maintained.
a. Where base flood elevation data is provided through the Flood Insurance Study or required in subsection (C)(2) of this section, record the actual elevation as submitted (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;
b. For all new or substantially improved floodproofed structures:
i. Record the actual elevation as submitted (in relation to mean sea level), and
ii. Maintain the floodproofing certifications required in Section 21.06.040(A)(3);
c. Maintain for public inspection all records pertaining to the provisions of this chapter.
5. Alteration of Watercourses.
a. Notify adjacent communities and the Department of Community and Regional Affairs prior to any alteration or relocation of a watercourse, and submit evidence of such notification to the Federal Insurance Administration.
b. Require that maintenance is provided within the altered or relocated portion of said watercourse so that the flood-carrying capacity is not diminished.
6. Fee Required. The planning department shall charge fees for permits and variances. Fees shall be established by resolution of the planning commission of the Kenai Peninsula Borough to be paid by the applicant at the time that the floodplain development permit application is submitted.
(Ord. No. 88-7, § 2(part), 1988)
21.06.045. KPB GIS mapped flood data area.
A. Base flood elevation in the SMFDA district. Based upon a digital elevation model provided by the borough base flood elevation in the SMFDA district is established by a licensed professional land surveyor or professional civil engineer at the highest point within the lot measured downslope from the specific construction site.
B. Exemption from application of SMFDA district. A property owner may request an exemption for application of SMFDA to his proposed development upon a showing by substantial evidence that his property was not inundated by flood waters in the 1986, 1995, or 2006 floods; adverse bank erosion has not occurred during the property owner's ownership, erosion can no be determined by analysis of KPB aerial photos beginning in 1986; the property is not a Corps of Engineers regulated wetland; or adjacent property owners concur there has been no adverse impact to their properties by flooding from the property of ownership making the request for SMFDA exemption. Staff shall verify whether the application for exemption meets the criteria and shall issue a written determination regarding the same. This determination may be appealed to the planning commission within 15 days of issuance.
C. Conditions. Only primary structures, substantial improvements to primary structures, and development in the minimum flood corridor in the SMFDA district require a development permit. The permiits in the SMFDA district are subject to the following conditions:
1. Primary structures in the SMFDA district shall be a minimum of two feet above base flood elevation. Below-grade supports shall be at a two-to-one ration as compared to the support above grade;
2. Foundations shall have an erosion reistant design; and
3. Where applicable, the standards for the permit is subject ot the standards set forth in KPB 21.06.050; and
4. The permitted activity shall not increase the risk of flood damage to downstream or adjacent properties.
D. Currently active channels within the SMFDA district. All development in the SMFDA district in the minimum flood corridor within the Resurrection River watershed, Spruce and Sawmill Creeks, shall be subject to the permitting requirements of KPB 21.06.050(C).
E. If review of the permit application by staff indicates that the conditions set forth in KPB 21.06.045(c) cannot be met, staff shall deny the application. The applicant may apply for a permit from the planning commission by submitting a project-specific design under the waiver provision sof KPB 21.06.045(F).
F. Waivers. The variance procedure in KPB 21.06.060 only applies to permitting in the FIRM area. A project-specific design prepared by a licensed professional civil engineer may be submitted for consideration to the planning commission in lieu of meeting the conditions set forth in KPB 21.06.045(C). Based upon written findings of fact, the planning commission may frant or deny the permit and place conditions on the permit it grants in order that the risk of flood damage to downstream or adjacent property or flood damage to public infrastructure will not be increased. The grant or denial of a permit may be appealed to the board of adjustment within 15 days of distribution of the planning commission's written decision.
(Ord. No. 2009-09(S), § 3, 3-24-09)
A. General Standards. In all flood hazard areas, 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 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.
2. Construction Materials and Methods.
a. All new construction and substantial improvements shall be constructed with materials and utility equipment resistant to flood damage.
b. All new construction and substantial improvements shall be constructed using methods and practices that minimize flood damage.
c. 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.
3. Utilities.
a. All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the system;
b. New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems and discharge from the systems into floodwaters; and,
c. On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding.
4. Subdivision Proposals.
a. All subdivision proposals shall be consistent with the need to minimize flood damage.
b. All proposed improvements such as water, sewer, natural gas, telephone and electrical facilities shall be located and constructed in a manner which will minimize damage in the event of a flood.
c. All subdivision proposals shall have adequate drainage provided to reduce exposure to flood damage.
d. Where base flood elevation data has not been provided or is not available from another authoritative source, it shall be generated for subdivision proposals and which contains 50 lots or 5 acres, or greater.
e. It is the responsibility of the subdivider to provide all necessary information regarding flood protection measures at the time the preliminary plat is presented for consideration by the planning commission.
5. Review of Building Permits. Where elevation data is not available, 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.
B. Specific Standards. In all flood hazard areas where base flood elevation data has been provided as set forth in Section 21.06.030(B), 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 to or 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 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 1 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 1 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.
2. Nonresidential Construction. New construction and substantial improvement of any commercial, industrial or other nonresidential structure shall either have the lowest floor, including basement, elevated to the level of the base flood elevation; or, together with attendant utility and sanitary facilities, shall:
a. Be floodproofed so that below the base flood level the structure is watertight with walls substantially impermeable to the passage of water;
b. Have structural components capable of resisting hydrostatic and hydrodynamic loads and effects of buoyancy;
c. Be certified by a registered professional engineer or architect that the standards of this subsection are satisfied. Such certifications shall be provided to the official as set forth in Section 21.06.040(C)(4)(b).
d. Nonresidential structures that are elevated, not floodproofed, must meet the same standard for space below the lowest floor as described in Section 21.06.050(B)(1)(b).
e. Applicants floodproofing nonresidential buildings shall be notified that flood insurance premiums will be based on rates that are 1 foot below the floodproofed level (e.g. a building constructed to the base flood level will be rated as 1 foot below that level).
3. Manufactured Homes. All manufactured homes to be placed or substantially improved within Zones A1-30, AH, and AE shall be elevated on a permanent foundation such that the lowest floor of the manufactured home is at or above the base flood elevation and be securely anchored to an adequately anchored foundation system in accordance with the provisions of subsection (A)(1) of this section.
C. Floodways. Located within flood hazard areas established in Section 21.06.030(B) are areas designated as floodways. Since the floodway is an extremely hazardous area due to erosion potential and the velocity of floodwaters which carry debris, the following provisions apply:
1. All encroachments, including fill, new construction, substantial improvements, and other development are prohibited unless certification by a registered professional engineer or architect is provided demonstrating that encroachments shall not result in any increase in flood levels during the occurrence of the base flood discharge.
2. If subdivision (1) of this subsection is satisfied, all new construction and substantial improvements shall comply with all applicable flood hazard reduction provisions of this section.
D. Coastal High Hazard Areas. When FEMA has identified on the communities FIRM Zones V1-V30 (coastal high hazard areas) construction shall meet the following requirements in addition to all other provisions in this chapter:
1. All new construction shall be located landward of the reach of mean high tide.
2. All new construction and substantial improvements within Zones V1-V30 on the FIRM shall be elevated on adequately anchored pilings or columns such that:
a. The bottom of the lowest horizontal structural member of the lowest floor (excluding the pilings or columns) is elevated to or above the base flood level; 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. Wind and water loading values shall each have a 1 percent chance of being equaled or exceeded in any given year (100-year mean recurrence interval); and
c. 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 subdivisions (2)(a) and (2)(b) of this subsection.
3. All new construction and substantial improvements shall have the space below the lowest floor free of obstructions or constructed with breakaway walls. Such temporarily enclosed space shall not be used for human habitation. For the purpose of this section, a breakaway wall shall have a design safe loading resistance of not less than 10 and no more than 20 pounds per square foot. Use of breakaway walls which exceed a design safe loading resistance of 20 pounds per square foot (either by design or when so required by local or State codes) may be permitted only if a registered professional engineer or architect certifies that the designs proposed meet the following conditions:
a. Breakaway wall collapse shall result from a water load less than that which would occur during the base flood; and
b. 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 nonstructural). Maximum wind and water loading values to be used in this determination shall each have a 1 percent chance of being equaled or exceeded in any given year (100-year mean recurrence interval).
4. The use of fill for structural support of buildings within Zones V1-V30 on the FIRM is prohibited.
(Ord. No. 88-7, § 2(part), 1988)
A. Appeal Board.
1. The Kenai Peninsula Borough Planning Commission shall hear and decide appeals and requests for variances from the requirements of this chapter.
2. The planning commission shall hear and decide appeals when it is alleged there is an error in any requirement, decision, or determination made by the planning department in the enforcement or administration of this chapter.
3. Those aggrieved by the decision of the planning commission, or any taxpayer, may appeal such decision to the borough assembly sitting as board of adjustment, as provided in AS 29.40.050.
4. In passing upon such applications, the planning commission shall consider all technical evaluations, all relevant factors, standards specified in other section of this chapter, 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 the existing and anticipated development
h. The relationship of the proposed use to the comprehensive plan and floodplain 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 floodwaters 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.
5. Upon consideration of the factors of subsection (A)(4) of this section and the purposes of this chapter, the planning commission may attach such conditions to the granting of variances as it deems necessary to further the purposes of this chapter,
6. The planning department shall maintain the records of all appeal actions and report any variances to the Federal Insurance Administration upon request.
B. Conditions for Variances.
1. 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 1/2 acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, providing subparagraphs (a) through (k) of subsection (A)(4) of this section have been fully considered. As the lot size increases the technical justification required for issuing the variance increases.
2. Variances may be issued for the reconstruction, rehabilitation, or restoration of structures listed on the National Register of Historic Places or the State Inventory of Historic Places, without regard to the procedures set forth in this section.
3. Variances shall not be issued within a designated floodway if any increase in flood levels during the base flood discharge would result.
4. Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard, to afford relief.
5. 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 or conflict with existing local laws or ordinances.
6. Variances as interpreted in the National Flood Insurance Program are based on the general zoning law principle that they pertain to a physical piece of 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.
7. Variances may be issued for nonresidential buildings in very limited circumstances to allow a lesser degree of floodproofing 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 subsection (B)(1) of this section, and otherwise complies with Section 21.06.060(A) and (B).
8. 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.
(Ord. No. 93-51, § 3, 1993; Ord. No. 88-7, § 1(part), 1988)