As used in this chapter, the following terms have a specific definition that supersedes any similar definition in Chapter 18.100.

"Appeal" means a request for a review of the interpretation of any provision of this chapter or a request for a variance.

"Area of special flood hazard" means the land in the floodplain within a community subject to a one percent or greater chance of flooding in any given year. Designation on maps always includes the letter A.

"Base flood" means the flood having a one percent chance of being equaled or exceeded in any given year (also referred to as the "one-hundred-year flood"); designated on flood insurance rate maps by the letter A.

"Basement" means any area of the building having its floor sub-grade (below ground level) on all sides.

"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, and installations which produce, use, or store hazardous materials or hazardous waste.

"Cumulative substantial damage" means flood-related damages sustained by a structure on two separate occasions during a ten-year period for which the cost of repairs at the time of each such flood event, on the average, equals or exceeds twenty-five percent of the market value of the structure before the damage occurred.

"Development" means any man-made 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 or storage of equipment or materials located within the area of special flood hazard.

"Elevated building" means for insurance purposes, a non-basement building that has its lowest elevated floor raised above ground level by foundation walls, shear walls, post, piers, pilings, or columns.

"Elevation certificate" means the official form (FEMA Form 81-31) used to track development, provide elevation information necessary to ensure compliance with community floodplain management ordinances, and determine the proper insurance premium rate with Section B completed by community officials.

"Federal Emergency Management Agency (FEMA)" means the agency that, oversees the administration of the National Flood Insurance Program (44 CFR).

"Flood" or "flooding" means a general and temporary condition of partial or complete inundation of normally dry land areas from:

1.

The overflow of inland or tidal waters; and/or

2.

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 (FIS)" means the official report provided by the Federal Insurance Administration that includes flood profiles 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.

"Increased cost of compliance" means a flood insurance claim payment up to thirty thousand dollars directly to a property owner for the cost to comply with floodplain management regulations after a direct physical loss caused by a flood. Eligibility for an ICC claim can be through a single instance of "substantial damage" or as a result of a "cumulative substantial damage." (More information can be found in FEMA ICC Manual 301.)

"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 this chapter found at Section 18.750.060(A)(2) (i.e., provided there are adequate flood openings).

"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."

"New construction" means structures for which the "start of construction" commenced on or after the effective date of this chapter.

"Recreational vehicle" means a vehicle:

1.

Built on a single chassis;

2.

Four hundred square feet or less when measured at the largest horizontal projection;

3.

Designed to be self-propelled or permanently towable by a light duty truck; and

4.

Designed primarily not for use as a permanent dwelling but as temporary living quarters for recreational, camping, travel, or seasonal use.

"Start of construction" means and 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 one hundred eighty 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 fifty 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 fifty percent of the market value of the structure either:

1.

Before the improvement or repair is started; or

2.

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 can exclude:

1.

Any project for improvement of a structure to correct pre-cited existing violations of state or local health, sanitary, or safety code specifications which have been previously identified by the local code enforcement official and which are the minimum necessary to assure safe living conditions; or

2.

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 this chapter that permits construction in a manner that would otherwise be prohibited by this chapter.

"Water-dependent" means a structure for commerce or industry that cannot exist in any other location and is dependent on the water by reason of the intrinsic nature of its operations.

(Ord. 971 § 2 (part), 2007).

(Ord. No. 1111, § 2(Exh. A), 8-9-2012)

A.

Findings of Fact.

1.

The flood hazard areas of the city of Ridgefield is 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.

2.

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.

B.

Statement of Purpose. It is the purpose of this chapter to promote the public health, safety, and general welfare; reduce the annual cost of flood insurance; and 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;

8.

To ensure that those who occupy the areas of special flood hazard assume responsibility for their actions.

C.

Methods of Reducing Flood Losses. 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 that unnaturally divert floodwaters or may increase flood hazards in other areas.

Figure 1. Frequently Flooded Areas

Reprinted from Floodplain Management: A Local Administrator's Guide to the National Flood Insurance Program, FEMA Region.

(Ord. 971 § 2 (part), 2007).

(Ord. No. 1111, § 2(Exh. A), 8-9-2012)

A.

Lands to Which this Chapter Applies. This chapter shall apply to all areas of special flood hazards within the jurisdiction of the city of Ridgefield.

B.

Basis for Establishing the Areas of Special Flood Hazard. The areas of special flood hazard identified by the Federal Insurance Administration in a scientific and engineering report titled "The Flood Insurance Study for Clark County, Washington, and Incorporated Areas" dated September 5, 2012, and any revisions thereto, with accompanying Flood Insurance Rate Map (FIRM) dated September 5, 2012, and any revisions thereto, are adopted by reference and declared to be a part of this chapter. The Flood Insurance Study and the FIRM are on file at Ridgefield City Hall, 230 Pioneer Avenue, Ridgefield, Washington. The best available information for flood hazard area identification as outlined in Section 18.750.040(D)(2) shall be the basis for regulation until a new FIRM is issued which incorporates the data utilized under section 18.750.040(D)(2).

C.

Penalties for Noncompliance. 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 the provisions of this chapter by failure to comply with any of its requirements (including violations of conditions and safeguards established in connection with conditions), shall be remedied through the provisions of Chapter 18.395 and RMC Title 20. Nothing herein contained shall prevent the city of Ridgefield from taking such other lawful action as is necessary to prevent or remedy any violation.

D.

Abrogation and Greater Restrictions. This chapter is not intended to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions. However, where this chapter and another ordinance, easement, covenant, or deed restriction conflict or overlap, whichever imposes the more stringent restrictions shall prevail.

E.

Interpretation. In the interpretation and application of this chapter, all provisions shall be:

1.

Considered as minimum requirements;

2.

Liberally construed in favor of the governing body; and

3.

Deemed neither to limit nor repeal any other powers granted under state statutes.

F.

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 man-made 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 city of Ridgefield, 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 hereunder.

(Ord. 971 § 2 (part), 2007).

(Ord. No. 1111, § 2(Exh. A), 8-9-2012; Ord. No. 1416, § 1(Att.), 2-22-2024)

A.

Development Permit Required. A development permit shall be obtained before construction or development begins within any area of special flood hazard established in Section 18.750.020(B). 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."

B.

Application for Development Permit. Application for a development permit shall be made on forms furnished by the building official or his/her designee 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 recorded on a current elevation certificate (FF 81-31) with Section B completed by the building official;

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 required floodproofing criteria established in Section 18.750.060(B);

4.

Description of the extent to which a watercourse will be altered or relocated as a result of proposed development.

C.

Designation of the Local Administrator. The Ridgefield City Manager (director) or his/her designee is appointed to administer and implement this chapter by granting or denying development permit applications in accordance with its provisions.

D.

Duties and Responsibilities of the Local Administrator. Duties of the director shall include, but not be limited to:

1.

Permit Review.

a.

Review all development permits to determine that the permit requirements of this chapter 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 floodway encroachment provisions of Section 18.750.050(F) are met.

2.

Use of Other Base Flood Data (in A Zones). When base flood elevation data has not been provided (in A zones), the director 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 this chapter.

3.

Information to be Obtained and Maintained.

a.

Where base flood elevation data is provided through the flood insurance study, FIRM, or where required by Section 18.750.040(D)(2), obtain and record the actual (as-built) 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. Elevation shall be recorded on a current elevation certificate (FF 81-31) with Section B completed by the building official.

b.

For all new or substantially improved floodproofed nonresidential structures where base flood elevation data is provided through the FIS, FIRM, or as required in Section 18.750.040(D)(2):

i.

Obtain and record the elevation (in relation to mean sea level) to which the structure was floodproofed,

ii.

Maintain the floodproofing certifications required in Section 18.750.060(B)(3);

c.

Maintain for public inspection all records pertaining to the provisions of this chapter.

4.

Alteration of Watercourses.

a.

Notify adjacent communities and the Department of Ecology 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.

5.

Interpretation of FIRM Boundaries. Make interpretations where needed, as to exact location of the boundaries of the areas of special flood hazards (e.g., 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. Such appeals shall be granted consistent with the standards of Section 60.6 of the rules and regulations of the National Flood Insurance Program (44 CFR 59-76).

6.

Conditions for Variances. Variances to provisions of this chapter are subject to the following standards. Variances to other provisions of the Ridgefield Development Code are subject to the provision of Chapter 18.350.

a.

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 small or irregularly shaped lot contiguous to and surrounded by lots with existing structures constructed below the base flood level. As the lot size increases, the technical justification required for issuing the variance increases.

b.

Variances shall not be issued within a designated floodway if any increase in flood levels during the base flood discharge would result.

c.

Variances shall only be issued upon a determination that the variance is the minimum necessary, considering the flood hazard, to afford relief.

d.

Variances shall only be issued upon:

i.

A showing of good and sufficient cause;

ii.

A determination that failure to grant the variance would result in exceptional hardship to the applicant;

iii.

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.

e.

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 flood elevations should be quite rare.

f.

Variances may be issued for nonresidential buildings in very limited circumstances to allow a lesser degree of floodproofing than watertight or dry-floodproofing, where it can be determined that such action will have low damage potential, complies with all other variance criteria except Section 18.750.040(D)(6)(a), and otherwise complies with the provisions for flood hazard reduction established in Sections 18.750.050(A), 18.750.050(C), and 18.750.050(D).

g.

Any applicant to whom a variance is granted shall be given written notice that the permitted structure will be built with its lowest floor below the base flood elevation and that the cost of flood insurance will be commensurate with the increased risk.

h.

FEMA may review a community's findings justifying the granting of variances, and if that review indicates a pattern inconsistent with the objectives of sound floodplain management, FEMA may take appropriate action under 44 CFR 59.24(B).

(Ord. 971 § 2 (part), 2007).

(Ord. No. 1111, § 2(Exh. A), 8-9-2012)

A.

Anchoring.

1.

All new construction and substantial improvements shall be anchored to prevent flotation, collapse, or lateral movement of the structure.

2.

All manufactured homes shall 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. For more detailed information, refer to the latest edition of document, FEMA P-85, "Protecting Manufactured Homes from Floods and Other Hazards."

B.

Construction Materials and Methods.

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. Locating such equipment below the base flood elevation may cause annual flood insurance premiums to be increased.

C.

Utilities.

1.

All new and replacement water supply systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems;

2.

Water wells shall be located on high ground that is not in the floodway;

3.

New and replacement sanitary sewage systems shall be designed to minimize or eliminate infiltration of floodwaters into the systems and discharges from the systems into floodwaters;

4.

On-site waste disposal systems shall be located to avoid impairment to them or contamination from them during flooding.

D.

Subdivision Proposals.

1.

All subdivision proposals shall be consistent with the need to minimize flood damage;

2.

All subdivision 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 subdivision proposals shall have adequate drainage provided to reduce exposure to flood damage;

4.

Where base flood elevation data has not been provided or is not available from another authoritative source, data shall be generated by the applicant for subdivision proposals and other proposed developments which contain at least fifty lots or five acres (whichever is less).

E.

Review of Building Permits. Where elevation data is not available either through the FIS, FIRM, or from another authoritative source listed in Section 18.750.040(D)(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 the highest adjacent grade in these zones may result in higher insurance premiums.

(Ord. 971 § 2 (part), 2007).

(Ord. No. 1111, § 2(Exh. A), 8-9-2012)

In all areas of special flood hazards where base flood elevation data has been provided as set forth in Sections 18.750.030(B) or 18.750.040(D)(2), the following provisions shall apply.

A.

Residential Construction.

1.

New construction and substantial improvement of any residential structure shall have the lowest floor, including basement, elevated one foot or more above the base flood elevation (BFE).

2.

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:

a.

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.

b.

The bottom of all openings shall be no higher than one foot above grade.

c.

Openings may be equipped with screens, louvers, or other coverings or devices provided that they permit the automatic entry and exit of floodwaters.

3.

Additional Requirements for Below-Grade Crawlspaces. See the latest version of FEMA Technical Bulletin 11 for additional information to supplement the following requirements. Crawlspace construction for buildings located in the special flood hazard areas is allowed; however, such construction can result in a twenty percent increase in flood insurance premiums.

Figure 2. Preferred Crawlspace Construction vs. Below-Grade Crawlspace Construction

a.

The interior grade of a crawlspace below the BFE must not be more than two feet below the lowest adjacent exterior grade (LAG), shown as D in Figure 3.

b.

The height of the below-grade crawlspace, measured from the interior grade of the crawlspace to the top of the crawlspace foundation wall must not exceed four feet (shown as L in Figure 3) at any point. The height limitation is the maximum allowable unsupported wall height according to the engineering analyses and building code requirements for flood hazard areas (see the section "Guidance for Pre-Engineered Crawlspaces," on page 7 of the latest version of FEMA Technical Bulletin 11). This limitation will also prevent these crawlspaces from being converted into habitable spaces.

c.

There must be an adequate drainage system that removes floodwaters from the interior area of the crawlspace. The enclosed area should be drained within a reasonable time after a flood event. The type of drainage system will vary because of the site gradient and other drainage characteristics, such as soil types. Possible options include natural drainage through porous, well-drained soils and drainage systems such as perforated pipes, drainage tiles, or gravel or crushed stone drainage by gravity or mechanical means.

d.

The velocity of floodwaters at the site should not exceed five feet per second for any crawlspace. For velocities in excess of five feet per second, other foundation types should be used.

e.

Below-grade crawlspace construction in accordance with the requirements listed above will not be considered basements.

Figure 3. Requirements Regarding Below-Grade Crawlspace Construction

B.

Nonresidential Construction. New construction and substantial improvement of any commercial, industrial or other nonresidential structure shall either have the lowest floor, including basement, elevated one foot or more above the base flood elevation; or, together with attendant utility and sanitary facilities, shall:

1.

Be floodproofed so that below one foot or more above 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 18.750.040(D)(3)(b);

4.

Nonresidential structures that are elevated, not floodproofed, must meet the same standards for space below the lowest floor for residential structures as detailed in Section 18.750.060(A).

C.

Manufactured Homes. All manufactured homes in the floodplain to be placed or substantially improved on sites shall be elevated on a permanent foundation such that the lowest floor of the manufactured home is elevated one foot or more above the base flood elevation and be securely anchored to an adequately anchored foundation system to resist flotation, collapse and lateral movement.

D.

Recreational Vehicles. Recreational vehicles placed on sites are required to either:

1.

Be on the site for fewer than one hundred eighty consecutive days; or

2.

Be fully licensed and ready for highway use, on wheels or jacking system, attached to the site only by quick disconnect type utilities and security devices, and have no permanently attached additions; or

3.

Meet the requirements of manufactured homes contained in Section 18.750.060(C), including the elevation and anchoring requirements.

E.

AE Zone with Base Flood Elevations but No Floodways. In areas with base flood elevations (but a regulatory floodway has not been designated), no new construction, substantial improvements, or other development (including fill) shall be permitted within Zone 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.

F.

Floodways. Located within areas of special flood hazard are areas designated as floodways. Since the floodway is an extremely hazardous area due to the velocity of floodwaters that can carry debris, and increase erosion potential, the following provisions apply:

1.

Prohibit encroachments, including fill, new construction, substantial improvements, and other development unless certification by a registered professional engineer is provided demonstrating through hydrologic and hydraulic analyses performed in accordance with standard engineering practice that the proposed encroachment would not result in any increase in flood levels during the occurrence of the base flood discharge;

2.

Construction or reconstruction of residential structures is prohibited within designated floodways, except for:

a.

Repairs, reconstruction, or improvements to a structure which do not increase the ground floor area; and

b.

Repairs, reconstruction or improvements to a structure, the cost of which does not exceed fifty percent of the market value of the structure either:

i.

Before the repair, or reconstruction is started; or

ii.

If the structure has been damaged, and is being restored, before the damage occurred. 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 to structures identified as historic places, may be excluded in the fifty percent;

3.

If subsection (F)(1) above is satisfied, all new construction and substantial improvements shall comply with all applicable flood hazard reduction provisions of this chapter, including but not limited to Sections 18.750.050 and 18.750.060.

G.

Critical Facility. Construction of new critical facilities shall be, to the extent possible, located outside the limits of the special flood hazard area (SFHA) (one-hundred-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 above BFE or to the height of the five-hundred-year flood, whichever is higher. Access to and from the critical facility should also be protected to the height utilized above. Floodproofing 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.

(Ord. 971 § 2 (part), 2007).

(Ord. No. 1111, § 2(Exh. A), 8-9-2012)