This chapter is adopted pursuant to the authorization in Section 62.23, Wisconsin Statutes, and the requirements in Section 87.30, Wisconsin Statutes. (Ord. 2844-23 § 1, 2023; Ord. 2837-23 § 1, 2023)

Uncontrolled development and use of the floodplains and rivers of this City would impair the public health, safety, convenience, general welfare and tax base. (Ord. 2837-23 § 1, 2023)

This chapter is intended to regulate floodplain development to:

A.    Protect life, health and property;

B.    Minimize expenditures of public funds for flood control projects;

C.    Minimize rescue and relief efforts undertaken at the expense of the taxpayers;

D.    Minimize business interruptions and other economic disruptions;

E.    Minimize damage to public facilities in the floodplain;

F.    Minimize the occurrence of future flood blight areas in the floodplain;

G.    Discourage the victimization of unwary land and homebuyers;

H.    Prevent increases in flood heights that could increase flood damage and result in conflicts between property owners; and

I.    Discourage development in a floodplain if there is any practicable alternative to locate the activity, use or structure outside of the floodplain. (Ord. 2837-23 § 1, 2023)

This chapter shall be known as the floodplain zoning ordinance for the City of Brookfield, Wisconsin. (Ord. 2837-23 § 1, 2023)

A.    Areas to Be Regulated. This chapter regulates all areas of special flood hazard identified as zones A, AO, AH, A1-30, AE, on the flood insurance rate map. Additional areas identified on maps approved by the Department of Natural Resources (DNR) and City may also be regulated under the provisions of this chapter, where applicable.

B.    Official Maps and Revisions. Special flood hazard areas (SFHA) are designated as zones A, A1-30, AE, AH, AO, on the flood insurance rate maps (FIRMs) based on flood hazard analyses summarized in the flood insurance study (FIS) listed in subsection (B)(1)(a) of this section. Additional flood hazard areas subject to regulation under this chapter are identified on maps based on studies approved by the DNR and listed in subsection (B)(1)(b) of this section. These maps and revisions are on file in the Community Development and Inspection Services Departments of the City of Brookfield, Wisconsin. If more than one map or revision is referenced, the most restrictive information shall apply.

1.    Official Maps—Based on the FIS. (Contact your DNR office if you have questions, or go to https://msc.fema.gov/portal/home to access the FEMA Map Store.)

a.    Flood insurance rate map (FIRM), panel numbers 55133C0206H, 55133C0207H, 55133C0208H, 55133C0209H, 55133C0216H, 55133C0217H, 55133C0218H, 55133C0219H, 55133C0226H, 55133C0227H, 55133C0228G, 55133C0229G, 55133C0236H, 55133C0237H, 55133C0238H, and 55133C0239H, dated October 19, 2023; Flood Insurance Study (FIS) dated October 19, 2023. FIS 55133CV001D, 55133CV002D, 55133CV003D, 55133CV004D and 55133CV005D.

b.    Approved by: the DNR and FEMA.

2.    Official Maps—Based on Other Studies. Any maps referenced in this section must be approved by the DNR and be more restrictive than those based on the FIS at the site of the proposed development.

a.    Technical Support Data Notebook for Brookfield, Wisconsin, dated May 2004 and July 2005, prepared by Ruekert Mielke. Approved by the WDNR.

b.    Waukesha County and incorporated areas Flood Storage Districts Panel 8, dated October 19, 2023.

C.    Establishment of Floodplain Zoning Districts. The flood hazard areas are divided into four districts as follows:

1.    The floodway district (FW) is the channel of a river or stream and those portions of the floodplain adjoining the channel required to carry the regional floodwaters and are contained within AE zones as shown on the FIRM, or within A zones shown on the FIRM.

2.    The floodfringe district (FF) is that portion of a riverine special flood hazard area outside the floodway within AE zones on the FIRM, or, when floodway limits have been determined according to Section 17.88.190(E), within A zones shown on the FIRM.

3.    The general floodplain district (GFP) is riverine areas that may be covered by floodwater during the regional flood in which a floodway boundary has not been delineated on the FIRM and also includes shallow flooding areas identified as AH and AO zones on the FIRM.

4.    The flood storage district (FSD) is that area of the floodplain where storage of floodwaters is calculated to reduce the regional flood discharge.

D.    Locating Floodplain Boundaries. Discrepancies between the exterior boundaries of zones A1-30, AE, AH, or A on the official floodplain zoning map and actual field conditions shall be resolved using the criteria in subsection (D)(1) or (2) of this section. If a significant difference exists, the map shall be amended according to Article VIII, Amendments. The Zoning Administrator can rely on a boundary derived from a profile elevation to grant or deny a land use permit, whether or not a map amendment is required. The Zoning Administrator shall be responsible for documenting actual predevelopment field conditions and the basis upon which the district boundary was determined and for initiating any map amendments required under this section. Disputes between the Zoning Administrator and an applicant over the district boundary line shall be settled according to Section 17.88.270(C) and the criteria in subsections (D)(1) and (2) of this section. Where the flood profiles are based on established base flood elevations from a FIRM, FEMA must approve any map amendment or revision pursuant to Article VIII, Amendments.

1.    If flood profiles exist, the map scale and the profile elevations shall determine the district boundary. The regional or base flood elevations shall govern if there are any discrepancies.

2.    Where flood profiles do not exist for projects, including any boundary of zone A, AO, the location of the boundary shall be determined by the map scale.

E.    Removal of Lands From Floodplain.

1.    Compliance with the provisions of this chapter shall not be grounds for removing land from the floodplain unless it is filled at least two feet above the regional or base flood elevation, the fill is contiguous to land outside the floodplain, and the map is amended pursuant to Article VIII, Amendments.

2.    The delineation of any of the floodplain districts may be revised by the City where natural or manmade changes have occurred and/or where more detailed studies have been conducted. However, prior to any such change, approval must be obtained from the Wisconsin Department of Natural Resources and Federal Emergency Management Agency. A completed letter of map revision is a record of this approval. The Floodplain Administrator shall not sign a community acknowledgment form unless all criteria set forth in the following subsections are met:

a.    The land and/or land around the structure must be filled at least two feet above the regional or base flood elevation;

b.    The fill must be contiguous to land outside the floodplain; applicant shall obtain floodplain development permit before applying for a LOMR or LOMR-F;

3.    Removal of lands from the floodplain may also occur by operation of Section 87.30(1)(e), Wisconsin Statutes, if a property owner has obtained a letter of map amendment from the Federal Emergency Management Agency under 44 CFR 70.

F.    Compliance.

1.    No structure or use within areas regulated by this chapter shall hereafter be located, erected, constructed, reconstructed, repaired, extended, converted, enlarged, or altered without full compliance with the terms of these regulations and all other applicable regulations that apply to uses within the jurisdiction of these regulations.

2.    Failure to obtain a floodplain development permit shall be a violation of these regulations and shall be punishable in accordance with Section 17.88.340.

3.    Floodplain development permits issued on the basis of plans and applications approved by the Floodplain Administrator authorize only the use, and arrangement, set forth in such approved plans and applications, or amendments thereto if approved by the Floodplain Administrator. Use, arrangement, or construction contrary to that authorized shall be deemed a violation of these regulations and punishable in accordance with Section 17.88.340.

G.    Municipalities and State Agencies Regulated. Unless specifically exempted by law, all cities, villages, towns, and counties are required to comply with this chapter and obtain all necessary permits. State agencies are required to comply if Section 13.48(13), Wisconsin Statutes, applies. The construction, reconstruction, maintenance and repair of state highways and bridges by the Wisconsin Department of Transportation is exempt when Section 30.2022, Wisconsin Statutes, applies. Although exempt from a local zoning permit and permit fees, DOT must provide sufficient project documentation and analysis to ensure that the City is in compliance with federal, state, and local floodplain standards. If a local transportation project is located within a zone A floodplain and is not a WisDOT project under Section 30.2022, Wisconsin Statutes, then the road project design documents (including appropriate detailed plans and profiles) may be sufficient to meet the requirements for issuance of a local floodplain permit if the following apply: The applicant provides documentation to the Floodplain Administrator that the proposed project is a culvert replacement or bridge replacement under 20-foot span at the same location, the project is exempt from a DNR permit under Section 30.123(6)(d), Wisconsin Statutes, the capacity is not decreased, the top road grade is not raised, and no floodway data is available from a federal, state, or other source. If floodway data is available in the impacted area from a federal, state, or other source that existing data must be utilized by the applicant in the analysis of the project site.

H.    Abrogation and Greater Restrictions.

1.    This chapter supersedes all the provisions of any municipal zoning ordinance enacted under Section 62.23 or 87.30, Wisconsin Statutes, which relate to floodplains. A more restrictive ordinance shall continue in full force and effect to the extent of the greater restrictions, but not otherwise.

2.    This chapter is not intended to repeal, abrogate or impair any existing deed restrictions, covenants or easements. If this chapter imposes greater restrictions, the provisions of this chapter shall prevail.

I.    Interpretation. In their interpretation and application, the provisions of this chapter are the minimum requirements liberally construed in favor of the governing body and are not a limitation on or repeal of any other powers granted by the Wisconsin Statutes. If a provision of this chapter, required by Wisconsin Administrative Code NR 116, is unclear, the provision shall be interpreted in light of the standards in effect on the date of the adoption of the ordinance codified in this chapter or in effect on the date of the most recent text amendment to the ordinance codified in this chapter.

J.    Warning and Disclaimer of Liability. The flood protection standards in this chapter are based on engineering experience and research. Larger floods may occur or the flood height may be increased by manmade or natural causes. This chapter does not imply or guarantee that non-floodplain areas or permitted floodplain uses will be free from flooding and flood damages. This chapter does not create liability on the part of, or a cause of action against, the City or any officer or employee thereof for any flood damage that may result from reliance on this chapter.

K.    Severability. Should any portion of this chapter be declared unconstitutional or invalid by a court of competent jurisdiction, the remainder of this chapter shall not be affected.

L.    Annexed Areas for Cities and Villages. The Waukesha County floodplain zoning provisions in effect on the date of annexation shall remain in effect and shall be enforced by the City for all annexed areas until the City adopts and enforces an ordinance which meets the requirements of Wisconsin Administrative Code NR 116 and 44 CFR 59 through 72, National Flood Insurance Program (NFIP). These annexed lands are described on the City’s official zoning map. County floodplain zoning provisions are incorporated by reference for the purpose of administering this section and are on file in the office of the Municipal Zoning Administrator. All plats or maps of annexation shall show the regional flood elevation and the floodway location. (Ord. 2844-23 §§ 2—4, 2023; Ord. 2837-23 § 1, 2023)

Article II. General Standards Applicable to All Floodplain Districts

A.    The City shall review all permit applications to determine whether proposed building sites will be reasonably safe from flooding and assure that all necessary permits have been received from those governmental agencies whose approval is required by federal or state law.

B.    If a proposed building site is in a flood-prone area, all new construction and substantial improvements shall:

1.    Be designed and anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy;

2.    Be constructed with flood-resistant materials;

3.    Be constructed by methods and practices that minimize flood damages;

4.    Mechanical and utility equipment must be elevated to or above the flood protection elevation.

C.    If a subdivision or other proposed new development is in a flood-prone area, the community shall assure that:

1.    Such proposed subdivision or other proposed new development is consistent with the need to minimize flood damage within the flood-prone area; and

2.    Public utilities and facilities such as sewer, gas, electrical, and water systems are located and constructed to minimize or eliminate flood damage; and

3.    Adequate drainage is provided to reduce exposure to flood hazards.

All subdivision proposals (including manufactured home parks) shall include regional flood elevation and floodway data for any development that meets the subdivision definition of this chapter and all other requirements in Section 17.88.250(B). (Ord. 2837-23 § 1, 2023)

A.    No floodplain development shall:

1.    Obstruct flow, defined as development which blocks the conveyance of floodwaters by itself or with other development, causing any increase in the regional flood height; or

2.    Cause any increase in the regional flood height due to floodplain storage area lost.

B.    The Zoning Administrator shall deny permits if it is determined the proposed development will obstruct flow or cause any increase in the regional flood height, based on the officially adopted FIRM or other adopted map, unless the provisions of Article VIII, Amendments, are met. (Ord. 2837-23 § 1, 2023)

No land use permit to alter or relocate a watercourse in a mapped floodplain may be issued until the local official has notified in writing all adjacent municipalities, the Department and FEMA regional offices, and required the applicant to secure all necessary state and federal permits. The standards of Section 17.88.070 must be met and the flood carrying capacity of any altered or relocated watercourse shall be maintained.

As soon as is practicable, but not later than six months after the date of the watercourse alteration or relocation and pursuant to Article VIII, Amendments, the City shall apply for a letter of map revision (LOMR) from FEMA. Any such alterations must be reviewed and approved by FEMA and the DNR through the LOMC process. (Ord. 2837-23 § 1, 2023)

Development which requires a permit from the Department, under Chapters 30 and 31, Wisconsin Statutes, such as docks, piers, wharves, bridges, culverts, dams and navigational aids, may be allowed if the necessary permits are obtained and amendments to the floodplain zoning ordinance are made according to Article VIII, Amendments. (Ord. 2837-23 § 1, 2023)

Public or private campgrounds shall have a low flood damage potential and shall meet the following provisions:

A.    The campground is approved by the Department of Agriculture, Trade and Consumer Protection;

B.    A land use permit for the campground is issued by the Zoning Administrator;

C.    The character of the river system and the campground elevation are such that a 72 hour warning of an impending flood can be given to all campground occupants;

D.    There is an adequate flood warning procedure for the campground that offers the minimum notice required under this section to all persons in the campground. This procedure shall include a written agreement between the campground owner, the Floodplain Zoning Agency or Zoning Administrator, the Municipal Emergency Government Coordinator and the chief law enforcement official which specifies the flood elevation at which evacuation shall occur, personnel responsible for monitoring flood elevations, types of warning systems to be used and the procedures for notifying at-risk parties, and the methods and personnel responsible for conducting the evacuation;

E.    This agreement shall be for no more than one calendar year, at which time the agreement shall be reviewed and updated—by the officials identified in subsection (D) of this section—to remain in compliance with all applicable regulations, including those of the State Department of Agriculture, Trade and Consumer Protection and all other applicable regulations;

F.    Only camping units that are fully licensed, if required, and ready for highway use are allowed. A mobile recreational vehicle is ready for highway use if it is on its wheels or jacking system, is attached to the site only by quick-disconnect utilities and security devices and has no permanently attached additions;

G.    Camping units may not occupy any site in the campground for more than 180 consecutive days, at which time the camping unit must be removed from the floodplain for a minimum of 24 hours;

H.    All camping units that remain on site for more than 30 days must be issued a limited authorization by the campground operator, a written copy of which is kept on file at the campground. Such authorization shall allow placement of a camping unit for a period not to exceed 180 days and ensure compliance with all the provisions of this section;

I.    The City must monitor the limited authorizations issued by the campground operator to assure compliance with the terms of this section;

J.    All camping units that remain in place for more than 180 consecutive days must meet the applicable requirements in either Article III, IV or V for the floodplain district in which the structure is located;

K.    The campground shall have signs clearly posted at all entrances warning of the flood hazard and the procedures for evacuation when a flood warning is issued; and

L.    All service facilities, including but not limited to refuse collection, electrical service, gas lines, propane tanks, sewage systems and wells, must be properly anchored and placed at or floodproofed to the flood protection elevation.

M.    Standards for Structures in a Campground:

1.    All structures must comply with this section or meet the applicable requirements in Section 17.88.130, 17.88.170 or 17.88.190, for the floodplain district in which the structure is located;

2.    Deck/Landing. A portable landing may be allowed for a camping unit for each entry; provided, that the landing is not permanently attached to the ground or camping unit, is no more than 200 square feet in size, shall be portable, contain no walls or roof, and can be removed from the campground by a truck and/or trailer. Sections of such portable landings may be placed together to form a single deck not greater than 200 square feet at one entry point. Provisions for the removal of these temporary landings during flood events must be addressed within the written agreement with the municipality compliant with subsection (D) of this section. Any such deck/landing structure may be constructed at elevations lower than the flood protection elevation but must not obstruct flow of flood waters or cause any increase in flood levels during the occurrence of the regional flood.

3.    Decks/patios that are constructed completely at grade may be allowed but must also comply with applicable shoreland zoning standards.

4.    Camping equipment and appurtenant equipment in the campground may be allowed; provided, that the equipment is not permanently attached to the ground or camping unit, is not used as a habitable structure, and must not obstruct flow of flood waters or cause any increase in flood levels during the occurrence of the regional flood. Provisions for the removal of this equipment during flooding events shall be addressed within the written agreement with the municipality compliant with subsection (D) of this section.

5.    Once a flood warning in the written agreement has been issued for the campground, the campground owner or the designated operator shall ensure that all persons, camping units, decks, camping equipment and appurtenant equipment in the campground shall be evacuated within the timelines specified within the written agreement with the municipality compliant with subsection (D) of this section.

N.    A land use permit shall be obtained as provided under Section 17.88.250(B) before any development; repair, modification, or addition to an existing structure; or change in the use of a building or structure, including sewer and water facilities, may be initiated. (Ord. 2837-23 § 1, 2023)

Article III. Floodway District (FW)

This article applies to all floodway areas on the floodplain zoning maps and those identified pursuant to Section 17.88.190(D). (Ord. 2837-23 § 1, 2023)

The following open space uses are allowed in the floodway district and the floodway areas of the general floodplain district, if:

A.    They are not prohibited by any other ordinance;

B.    They meet the standards in Sections 17.88.130 and 17.88.140; and

C.    All permits or certificates have been issued according to Section 17.88.250:

1.    Agricultural uses, such as: farming, outdoor plant nurseries, horticulture, viticulture and wild crop harvesting.

2.    Nonstructural industrial and commercial uses, such as loading areas, parking areas and airport landing strips.

3.    Nonstructural recreational uses, such as golf courses, tennis courts, archery ranges, picnic grounds, boat ramps, swimming areas, parks, wildlife and nature preserves, game farms, fish hatcheries, shooting, trap and skeet activities, hunting and fishing areas and hiking and horseback riding trails, subject to the fill limitations of Section 17.88.130(D).

4.    Uses or structures accessory to open space uses, or classified as historic structures that comply with Sections 17.88.130 and 17.88.140.

5.    Extraction of sand, gravel or other materials that comply with Section 17.88.130(D).

6.    Functionally water-dependent uses, such as docks, piers or wharves, dams, flowage areas, culverts, navigational aids and river crossings of transmission lines, and pipelines that comply with Chapters 30 and 31, Wisconsin Statutes.

7.    Public utilities, streets and bridges that comply with Section 17.88.130(C).

8.    Portable latrines that are removed prior to flooding and systems associated with recreational areas and Department-approved campgrounds that meet the applicable provisions of local ordinances and Wisconsin Administrative Code SPS 383.

9.    Public or private wells used to obtain potable water for recreational areas that meet the requirements of local ordinances and Wisconsin Administrative Code NR 811 and NR 812.

10.    Wastewater treatment ponds or facilities permitted under Wisconsin Administrative Code NR 110.15(3)(b).

11.    Sanitary sewer or water supply lines to service existing or proposed development located outside the floodway that complies with the regulations for the floodplain area occupied. (Ord. 2837-23 § 1, 2023)

A.    General.

1.    Any development in the floodway shall comply with Article II and have a low flood damage potential.

2.    Applicants shall provide an analysis calculating the effects of this proposal on the regional flood height to determine the effects of the proposal according to Sections 17.88.070 and 17.88.250(B)(3). The analysis must be completed by a registered professional engineer in the state of Wisconsin.

3.    Any encroachment in the regulatory floodway is prohibited unless the data submitted for subsection (A)(2) of this section demonstrates that the encroachment will cause no increase in flood elevations in flood events up to the base flood at any location or removes the encroached area from the regulatory floodway as provided in Section 17.88.050(E).

B.    Structures. Structures accessory to permanent open space uses including utility and sanitary facilities, or functionally dependent on a waterfront location may be allowed by permit if the structures comply with the following criteria:

1.    Not designed for human habitation, does not have a high flood damage potential and is constructed to minimize flood damage;

2.    Shall either have the lowest floor elevated to or above the flood protection elevation or shall meet all the following standards:

a.    Have the lowest floor elevated to or above the regional flood elevation and be dry floodproofed so that the structure is watertight with walls substantially impermeable to the passage of water and completely dry to the flood protection elevation without human intervention during flooding;

b.    Have structural components capable of meeting all provisions of subsection (B)(7) of this section; and

c.    Be certified by a registered professional engineer or architect, through the use of a Federal Emergency Management Agency floodproofing certificate, that the design and methods of construction are in accordance with subsection (B)(7) of this section;

3.    Must be anchored to resist flotation, collapse and lateral movement;

4.    Mechanical and utility equipment must be elevated or floodproofed to or above the flood protection elevation; and

5.    It must not obstruct flow of floodwaters or cause any increase in flood levels during the occurrence of the regional flood;

6.    For a structure designed to allow the automatic entry of floodwaters below the regional flood elevation, the applicant shall submit a plan that meets subsections (B)(4) and (5) of this section and meets or exceeds the following standards:

a.    The lowest floor must be elevated to or above the regional flood elevation;

b.    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;

c.    The bottom of all openings shall be no higher than one foot above the lowest adjacent grade; openings may be equipped with screens, louvers, valves, or other coverings or devices; provided, that they permit the automatic entry and exit of floodwaters, otherwise must remain open;

d.    The use is limited to parking, building access or limited storage;

7.    Certification. Whenever floodproofing measures are required, a registered professional engineer or architect shall certify that the following floodproofing measures will be utilized, where appropriate, and are adequate to withstand the flood depths, pressures, velocities, impact and uplift forces and other factors associated with the regional flood:

a.    Reinforcement of floors and walls to resist rupture, collapse, or lateral movement caused by water pressures or debris buildup;

b.    Construction of wells, water supply systems and waste treatment systems so as to prevent the entrance of flood waters in such systems and must be in accordance with provisions in Sections 17.88.140(D) and (E);

c.    Subsurface drainage systems to relieve external pressures on foundation walls and basement floors;

d.    Cutoff valves on sewer lines or the elimination of gravity flow basement drains; and

e.    Placement of utilities to or above the flood protection elevation.

C.    Public Utilities, Streets and Bridges. Public utilities, streets and bridges may be allowed by permit, if:

1.    Adequate floodproofing measures are provided to the flood protection elevation; and

2.    Construction meets the development standards of Section 17.88.070.

D.    Fills or Deposition of Materials. Fills or deposition of materials may be allowed by permit, if:

1.    The requirements of Section 17.88.070 are met;

2.    No material is deposited in navigable waters unless a permit is issued by the Department pursuant to Chapter 30, Wisconsin Statutes, and a permit pursuant to Section 404 of the Federal Water Pollution Control Act, Amendments of 1972, 33 U.S.C. 1344 has been issued, if applicable, and all other requirements have been met;

3.    The fill or other materials will be protected against erosion by riprap, vegetative cover, sheet piling or bulkheading; and

4.    The fill is not classified as a solid or hazardous material. (Ord. 2837-23 § 1, 2023)

All uses not listed as permitted uses in Section 17.88.120 are prohibited, including the following uses:

A.    Habitable structures, structures with high flood damage potential, or those not associated with permanent open space uses;

B.    Storing materials that are buoyant, flammable, explosive, injurious to property, water quality, or human, animal, plant, fish or other aquatic life;

C.    Uses not in harmony with or detrimental to uses permitted in the adjoining districts;

D.    Any private or public sewage systems, except portable latrines that are removed prior to flooding and systems associated with recreational areas and Department-approved campgrounds that meet the applicable provisions of local ordinances and Wisconsin Administrative Code SPS 383;

E.    Any public or private wells which are used to obtain potable water, except those for recreational areas that meet the requirements of local ordinances and Wisconsin Administrative Code NR 811 and NR 812;

F.    Any solid or hazardous waste disposal sites;

G.    Any wastewater treatment ponds or facilities, except those permitted under Wisconsin Administrative Code NR 110.15(3)(b); and

H.    Any sanitary sewer or water supply lines, except those to service existing or proposed development located outside the floodway which complies with the regulations for the floodplain area occupied. (Ord. 2837-23 § 1, 2023)

Article IV. Floodfringe District (FF)

This article applies to all floodfringe areas shown on the floodplain zoning maps and those identified pursuant to Section 17.88.190(D). (Ord. 2837-23 § 1, 2023)

Any structure, land use, or development is allowed in the floodfringe district if the standards in Section 17.88.170 are met, the use is not prohibited by this or any other ordinance or regulation and all permits or certificates specified in Section 17.88.250 have been issued. (Ord. 2837-23 § 1, 2023)

Section 17.88.070 shall apply in addition to the following requirements according to the use requested. Any existing structure in the floodfringe must meet the requirements of Article VI, Nonconforming Uses.

A.    Residential Uses. Any structure, including a manufactured home, which is to be newly constructed or moved into the floodfringe, shall meet or exceed the following standards. Any existing structure in the floodfringe must meet the requirements of Article VI, Nonconforming Uses.

1.    All new construction, including placement of manufactured homes, and substantial improvement of residential structures, shall have the lowest floor elevated to or above the flood protection elevation on fill. The fill around the structure shall be one foot or more above the regional flood elevation extending at least 15 feet beyond the limits of the structure. No area may be removed from the floodfringe district unless it can be shown to meet Section 17.88.050(E);

2.    Notwithstanding subsection (A)(1) of this section, the basement or crawlway floor may be placed one foot above the regional flood elevation if the basement or crawlway is designed to make all portions of the structure below the flood protection elevation 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. No floor of any kind is allowed below the regional flood elevation;

3.    Contiguous dryland access shall be provided from a structure to land outside of the floodplain, except as provided in subsection (A)(4) of this section;

4.    In developments where existing street or sewer line elevations make compliance with subsection (A)(3) of this section impractical, the City may permit new development and substantial improvements where roads are below the regional flood elevation, if:

a.    The City has written assurance from police, fire and emergency services that rescue and relief will be provided to the structure(s) by wheeled vehicles during a regional flood event; or

b.    The City has a DNR-approved emergency evacuation plan that follows acceptable hazard mitigation planning guidelines.

B.    Accessory Structures or Uses. In addition to Section 17.88.060, new construction and substantial improvements of accessory structures shall be constructed on fill with the lowest floor at or above the regional flood elevation.

C.    Commercial Uses. In addition to Section 17.88.060, any commercial structure which is erected, altered or moved into the floodfringe shall meet the requirements of subsection (A) of this section. Subject to the requirements of subsection (E) of this section, storage yards, surface parking lots and other such uses may be placed at lower elevations if an adequate warning system exists to protect life and property.

D.    Manufacturing and Industrial Uses. In addition to Section 17.88.060, any manufacturing or industrial structure which is erected, altered or moved into the floodfringe shall have the lowest floor elevated to or above the flood protection elevation or meet the floodproofing standards in Section 17.88.290. Subject to the requirements of subsection (E) of this section, storage yards, surface parking lots and other such uses may be placed at lower elevations if an adequate warning system exists to protect life and property.

E.    Storage of Materials. Materials that are buoyant, flammable, explosive, or injurious to property, water quality or human, animal, plant, fish or aquatic life shall be stored at or above the flood protection elevation or floodproofed in compliance with Section 17.88.290. Adequate measures shall be taken to ensure that such materials will not enter the water body during flooding.

F.    Public Utilities, Streets and Bridges. All utilities, streets and bridges shall be designed to be compatible with comprehensive floodplain development plans, and:

1.    When failure of public utilities, streets and bridges would endanger public health or safety, or where such facilities are deemed essential, construction or repair of such facilities shall only be permitted if they are designed to comply with Section 17.88.290;

2.    Minor roads or nonessential utilities may be constructed at lower elevations if they are designed to withstand flood forces to the regional flood elevation.

G.    Sewage Systems. All sewage disposal systems shall be designed to minimize or eliminate infiltration of floodwater into the system, pursuant to Section 17.88.290(C), to the flood protection elevation and meet the provisions of all local ordinances and Wisconsin Administrative Code SPS 383.

H.    Wells. All wells shall be designed to minimize or eliminate infiltration of floodwaters into the system, pursuant to Section 17.88.290(C), to the flood protection elevation and shall meet the provisions of Wisconsin Administrative Code NR 811 and NR 812.

I.    Solid Waste Disposal Sites. Disposal of solid or hazardous waste is prohibited in floodfringe areas.

J.    Deposition of Materials. Any deposited material must meet all the provisions of this chapter.

K.    Manufactured Homes.

1.    Owners or operators of all manufactured home parks and subdivisions shall provide adequate surface drainage to minimize flood damage, and prepare, secure approval and file an evacuation plan, indicating vehicular access and escape routes, with local emergency management authorities.

2.    In existing manufactured home parks, all new homes, replacement homes on existing pads, and substantially improved homes shall:

a.    Have the lowest floor elevated to the flood protection elevation; and

b.    Be anchored so they do not float, collapse or move laterally during a flood.

3.    Outside of existing manufactured home parks, including new manufactured home parks and all single units outside of existing parks, all new, replacement and substantially improved manufactured homes shall meet the residential development standards for the floodfringe in subsection (A) of this section.

L.    Mobile Recreational Vehicles. All mobile recreational vehicles may not be on site for more than 180 consecutive days and must be fully licensed and ready for highway use or shall meet the elevation and anchoring requirements in subsections (K)(2) and (3) of this section. A mobile recreational vehicle is ready for highway use if it is on its wheels or jacking system, is attached to the site only by quick-disconnect utilities and security devices and has no permanently attached additions. (Ord. 2844-23 § 5, 2023; Ord. 2837-23 § 1, 2023)

Article V. Other Floodplain Districts

Other floodplain districts may be established and reflected on the floodplain zoning map. These districts may include general floodplain districts and flood storage districts. (Ord. 2837-23 § 1, 2023)

A.    Applicability. The provisions for this district shall apply to all development in floodplains mapped as A, AO or AH and in AE zones within which a floodway is not delineated on the flood insurance rate maps.

B.    Floodway Boundaries. For proposed development in zone A, or in zone AE within which a floodway is not delineated on the flood insurance rate map identified in Section 17.88.050(B), the boundaries of the regulatory floodway shall be determined pursuant to subsection (E) of this section. If the development is proposed to encroach upon the regulatory floodway, the development is subject to the standards of Article III. If the development is located entirely within the floodfringe, the development is subject to the standards of Article IV.

C.    Permitted Uses. Pursuant to subsection (D) of this section, it shall be determined whether the proposed use is located within the floodway or floodfringe.

Those uses permitted in the floodway (Section 17.88.120) and floodfringe (Section 17.88.160) districts are allowed within the general floodplain district, according to the standards of this subsection (C); provided, that all permits or certificates required under Section 17.88.250 have been issued.

D.    Standards for Development. Article III applies to floodway areas determined pursuant to subsection (E) of this section, Article IV applies to floodfringe areas determined pursuant to subsection (E) of this section.

1.    New construction and substantial improvement of structures in zone AO shall have the lowest floor, including basement, elevated:

a.    To or above the depth, in feet, as shown on the FIRM above the highest adjacent natural grade plus one additional foot of freeboard; or

b.    If the depth is not specified on the FIRM, to or above three feet above the highest adjacent natural grade.

2.    New construction and substantial improvement of structures in zone AH shall have the lowest floor, including basement, elevated to or above the flood protection elevation.

3.    In AO/AH zones, provide adequate drainage paths to guide floodwaters around structures.

4.    All development in zones AO and zone AH shall meet the requirements of Article IV applicable to floodfringe areas.

E.    Determining Floodway and Floodfringe. Upon receiving an application for development within zone A, or within zone AE where a floodway has not been delineated on the flood insurance rate maps, the Zoning Administrator shall:

1.    Require the applicant to submit two copies of an aerial photograph or a plan which shows the proposed development with respect to the general floodplain district limits, stream channel, and existing floodplain developments, along with a legal description of the property, fill limits and elevations, building floor elevations and floodproofing measures, and the flood zone as shown on the FIRM;

2.    Require the applicant to furnish any of the following information deemed necessary by the Department to evaluate the effects of the proposal upon flood height and flood flows, regional flood elevation and to determine floodway boundaries:

a.    A hydrologic and hydraulic study as specified in Section 17.88.250(B)(3);

b.    Plan (surface view) showing elevations or contours of the ground; pertinent structure, fill or storage elevations; size, location and layout of all proposed and existing structures on the site; location and elevations of streets, water supply, and sanitary facilities; soil types and other pertinent information;

c.    Specifications for building construction and materials, floodproofing, filling, dredging, channel improvement, storage, water supply and sanitary facilities. (Ord. 2837-23 § 1, 2023)

The flood storage district delineates that portion of the floodplain where storage of floodwaters has been taken into account and is relied upon to reduce the regional flood discharge. The district protects the flood storage areas and assures that any development in the storage areas will not decrease the effective flood storage capacity which would cause higher flood elevations.

A.    Applicability. The provisions of this section apply to all areas within the flood storage district (FSD), as shown on the official floodplain zoning maps.

B.    Permitted Uses. Any use or development which occurs in a flood storage district must meet the applicable requirements in Section 17.88.170.

C.    Standards for Development in Flood Storage Districts.

1.    Development in a flood storage district shall not cause an increase equal or greater than 0.00 of a foot in the height of the regional flood.

2.    No development shall be allowed which removes flood storage volume unless an equal volume of storage as defined by the predevelopment ground surface and the regional flood elevation shall be provided in the immediate area of the proposed development to compensate for the volume of storage which is lost (compensatory storage). Excavation below the groundwater table is not considered to provide an equal volume of storage.

3.    If compensatory storage cannot be provided, the area may not be developed unless the entire area zoned as flood storage district—on this waterway—is rezoned to the floodfringe district. This must include a revision to the floodplain study and map done for the waterway to revert to the higher regional flood discharge calculated without floodplain storage, as per Article VIII, Amendments.

4.    No area may be removed from the flood storage district unless it can be shown that the area has been filled to the flood protection elevation and is contiguous to other lands lying outside of the floodplain. (Ord. 2837-23 § 1, 2023)

Article VI. Nonconforming Uses

A.    Applicability.

1.    The standards in this section shall apply to all uses and buildings that do not conform to the provisions contained within a floodplain zoning ordinance or with Section 87.30, Wisconsin Statutes, and Wisconsin Administrative Code NR 116.12 through NR 116.14, and 44 CFR 59 through 72. These standards shall apply to all modifications or additions to any nonconforming use or structure and to the use of any structure or premises which was lawful before the passage of the ordinance codified in this chapter or any amendment thereto. A party asserting existence of a lawfully established nonconforming use or structure has the burden of proving that the use or structure was compliant with the floodplain zoning ordinance in effect at the time the use or structure was created.

2.    As permit applications are received for additions, modifications, or substantial improvements to nonconforming buildings in the floodplain, the City shall develop a list of those nonconforming buildings, their present equalized assessed value, and a list of the costs of those activities associated with changes to those buildings.

B.    The existing lawful use of a structure or its accessory use which is not in conformity with the provisions of this chapter may continue subject to the following conditions:

1.    No modifications or additions to a nonconforming use or structure shall be permitted unless they comply with this chapter. The words “modification” and “addition” include, but are not limited to, any alteration, addition, modification, structural repair, rebuilding or replacement of any such existing use, structure or accessory structure or use. Maintenance is not considered a modification; this includes painting, decorating, paneling and other nonstructural components and the maintenance, repair or replacement of existing private sewage or water supply systems or connections to public utilities. Any costs associated with the repair of a damaged structure are not considered maintenance.

The construction of a deck that does not exceed 200 square feet and that is adjacent to the exterior wall of a principal structure is not an extension, modification or addition. The roof of the structure may extend over a portion of the deck in order to provide safe ingress and egress to the principal structure.

2.    If a nonconforming use or the use of a nonconforming structure is discontinued for 12 consecutive months, it is no longer permitted and any future use of the property, and any structure or building thereon, shall conform to the applicable requirements of this chapter.

3.    The City shall keep a record which lists all nonconforming uses and nonconforming structures, their present equalized assessed value, the cost of all modifications or additions which have been permitted, and the percentage of the structure’s total current value those modifications represent.

4.    No modification or addition to any nonconforming structure or any structure with a nonconforming use, which over the life of the structure would equal or exceed 50% of its present equalized assessed value, shall be allowed unless the entire structure is permanently changed to a conforming structure with a conforming use in compliance with the applicable requirements of this chapter. Contiguous dryland access must be provided for residential and commercial uses in compliance with Section 17.88.170(A). The costs of elevating the lowest floor of a nonconforming building or a building with a nonconforming use to the flood protection elevation are excluded from the 50% provisions of this subsection.

5.    No maintenance on a per event basis to any nonconforming structure or any structure with a nonconforming use, the cost of which would equal or exceed 50% of its present equalized assessed value, shall be allowed unless the entire structure is permanently changed to a conforming structure with a conforming use in compliance with the applicable requirements of this chapter. Contiguous dryland access must be provided for residential and commercial uses in compliance with Section 17.88.170(A). Maintenance to any nonconforming structure, which does not exceed 50% of its present equalized assessed value on a per event basis, does not count against the cumulative calculations over the life of the structure for substantial improvement calculations.

6.    If on a per event basis the total value of the work being done under subsections (B)(4) and (5) of this section equals or exceeds 50% of the present equalized assessed value the work shall not be permitted unless the entire structure is permanently changed to a conforming structure with a conforming use in compliance with the applicable requirements of this chapter. Contiguous dryland access must be provided for residential and commercial uses in compliance with Section 17.88.170(A).

7.    Except as provided in subsection (B)(8) of this section, if any nonconforming structure or any structure with a nonconforming use is destroyed or is substantially damaged, it cannot be replaced, reconstructed or rebuilt unless the use and the structure meet the current ordinance requirements. A structure is considered substantially damaged if the total cost to restore the structure to its pre-damaged condition equals or exceeds 50% of the structure’s present equalized assessed value.

8.    For nonconforming buildings that are substantially damaged or destroyed by a non-flood disaster, the repair or reconstruction of any such nonconforming building shall be permitted in order to restore it to the size and use in effect prior to the damage event; provided, that the minimum federal code requirements below are met and all required permits have been granted prior to the start of construction.

a.    Residential structures:

i.    Shall have the lowest floor, including basement, elevated to one foot or above the base flood elevation using fill, pilings, columns, posts or perimeter walls. Perimeter walls must meet the requirements of Section 17.88.290(B).

ii.    Shall be anchored to prevent flotation, collapse, or lateral movement of the structure resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy, and shall be constructed with methods and materials resistant to flood damage.

iii.    Shall be constructed with electrical, heating, ventilation, plumbing and air conditioning equipment and other service facilities that are designed and/or elevated so as to prevent water from entering or accumulating within the components during conditions of flooding.

iv.    In A zones, obtain, review and utilize any flood data available from a federal, state or other source.

v.    In AO zones with no elevations specified, shall have the lowest floor, including basement, meet the standards in Section 17.88.190(C).

vi.    In AO zones, shall have adequate drainage paths around structures on slopes to guide floodwaters around and away from the structure.

b.    Nonresidential structures:

i.    Shall meet the requirements of subsections (B)(8)(a)(i), (ii), (v) and (vi) of this section.

ii.    Shall either have the lowest floor, including basement, elevated to or above the regional flood elevation; or, together with attendant utility and sanitary facilities, shall meet the standards in Section 17.88.290(A) or (B).

iii.    In AO zones with no elevations specified, shall have the lowest floor, including basement, meet the standards in Section 17.88.190(C).

C.    A nonconforming historic structure may be altered if the alteration will not preclude the structure’s continued designation as a historic structure, the alteration will comply with Section 17.88.130(A), flood-resistant materials are used, and construction practices and floodproofing methods that comply with Section 17.88.290 are used. Repair or rehabilitation of historic structures shall be exempt from the development standards of subsection (B)(8)(a) of this section if it is determined that the proposed repair or rehabilitation will not preclude the structure’s continued designation as a historic structure and is the minimum necessary to preserve the historic character and design of the structure. (Ord. 2844-23 § 6, 2023; Ord. 2837-23 § 1, 2023)

A.    No modification or addition shall be allowed to any nonconforming structure or any structure with a nonconforming use in the floodway district, unless such modification or addition:

1.    Has been granted a permit or variance which meets all ordinance requirements;

2.    Meets the requirements of Sections 17.88.200 and 17.88.210;

3.    Shall not increase the obstruction to flood flows or regional flood height;

4.    Any addition to the existing structure shall be floodproofed, pursuant to Section 17.88.290, by means other than the use of fill, to the flood protection elevation; and

5.    If any part of the foundation below the flood protection elevation is enclosed, the following standards shall apply:

a.    The enclosed area shall be designed by a registered architect or engineer to allow for the efficient entry and exit of floodwaters without human intervention. A minimum of two openings must be provided with a minimum net area of at least one square inch for every one square foot of the enclosed area. The lowest part of the opening can be no more than 12 inches above the adjacent grade,

b.    The parts of the foundation located below the flood protection elevation must be constructed of flood-resistant materials,

c.    Mechanical and utility equipment must be elevated or floodproofed to or above the flood protection elevation, and

d.    The use must be limited to parking, building access or limited storage.

B.    No new on-site sewage disposal system, or addition to an existing on-site sewage disposal system, except where an addition has been ordered by a government agency to correct a hazard to public health, shall be allowed in the floodway district. Any replacement, repair or maintenance of an existing on-site sewage disposal system in a floodway area shall meet the applicable requirements of all municipal ordinances, Section 17.88.290(C) and Wisconsin Administrative Code SPS 383.

C.    No new well or modification to an existing well used to obtain potable water shall be allowed in the floodway district. Any replacement, repair or maintenance of an existing well in the floodway district shall meet the applicable requirements of all municipal ordinances, Section 17.88.290(C) and Wisconsin Administrative Code NR 811 and NR 812. (Ord. 2837-23 § 1, 2023)

A.    No modification or addition shall be allowed to any nonconforming structure or any structure with a nonconforming use unless such modification or addition has been granted a permit or variance by the City, and meets the requirements of Section 17.88.170, except where subsection (B) of this section is applicable.

B.    Where compliance with the provisions of subsection (A) of this section would result in unnecessary hardship and only where the structure will not be used for human habitation or be associated with a high flood damage potential, the Board of Appeals, using the procedures established in Section 17.88.270, may grant a variance from those provisions of subsection (A) of this section for modifications or additions using the criteria listed below. Modifications or additions which are protected to elevations lower than the flood protection elevation may be permitted if:

1.    No floor is allowed below the regional flood elevation for residential or commercial structures;

2.    Human lives are not endangered;

3.    Public facilities, such as water or sewer, shall not be installed;

4.    Flood depths shall not exceed two feet;

5.    Flood velocities shall not exceed two feet per second; and

6.    The structure shall not be used for storage of materials as described in Section 17.88.170(E).

C.    All new private sewage disposal systems, or addition to, replacement, repair or maintenance of a private sewage disposal system, shall meet all the applicable provisions of all local ordinances, Section 17.88.290(C) and Wisconsin Administrative Code SPS 383.

D.    All new wells, or addition to, replacement, repair or maintenance of a well, shall meet the applicable provisions of this chapter, Section 17.88.290(C) and Wisconsin Administrative Code NR 811 and NR 812. (Ord. 2837-23 § 1, 2023)

No modifications or additions shall be allowed to any nonconforming structure in a flood storage area unless the standards outlined in Section 17.88.200(C) are met. (Ord. 2837-23 § 1, 2023)

Article VII. Administration

A.    Duties and Powers. The Zoning Administrator is authorized to administer this chapter and shall have the following duties and powers:

1.    Advise applicants of the ordinance provisions, assist in preparing permit applications and appeals, and assure that the regional flood elevation for the proposed development is shown on all permit applications.

2.    Issue permits and inspect properties for compliance with provisions of this chapter and issue certificates of compliance where appropriate.

3.    Inspect and assess all damaged floodplain structures to determine if substantial damage to the structures has occurred.

4.    Keep records of all official actions such as:

a.    All permits issued, inspections made and work approved;

b.    Documentation of certified lowest floor and regional flood elevations;

c.    Floodproofing certificates;

d.    Water surface profiles, floodplain zoning maps and ordinances, nonconforming uses and structures including changes, appeals, variances and amendments;

e.    All substantial damage assessment reports for floodplain structures;

f.    List of nonconforming structures and uses.

5.    Submit copies of the following items to the Department regional office:

a.    Within 10 days of the decision, a copy of any decisions on variances, appeals for map or text interpretations, and map or text amendments;

b.    Copies of case-by-case analyses and other required information;

c.    Copies of substantial damage assessments performed and all related correspondence concerning the assessments.

6.    Investigate, prepare reports, and report violations of this chapter to the City zoning agency and attorney for prosecution. Copies of the reports shall also be sent to the Department regional office.

7.    Submit copies of amendments to the FEMA regional office.

B.    Land Use Permit. A land use permit shall be obtained before any new development; repair, modification or addition to an existing structure; or change in the use of a building or structure, including sewer and water facilities, may be initiated. Application to the Zoning Administrator shall include:

1.    General Information.

a.    Name and address of the applicant, property owner and contractor;

b.    Legal description, proposed use, and whether it is new construction or a modification.

2.    Site Development Plan. A site plan drawn to scale shall be submitted with the permit application form and shall contain:

a.    Location, dimensions, area and elevation of the lot;

b.    Location of the ordinary highwater mark of any abutting navigable waterways;

c.    Location of any structures with distances measured from the lot lines and street center lines;

d.    Location of any existing or proposed on-site sewage systems or private water supply systems;

e.    Location and elevation of existing or future access roads;

f.    Location of floodplain and floodway limits as determined from the official floodplain zoning maps;

g.    The elevation of the lowest floor of proposed buildings and any fill using the vertical datum from the adopted study—either National Geodetic Vertical Datum (NGVD) or North American Vertical Datum (NAVD);

h.    Data sufficient to determine the regional flood elevation in NGVD or NAVD at the location of the development and to determine whether or not the requirements of Article III or IV are met; and

i.    Data to determine if the proposed development will cause an obstruction to flow or an increase in regional flood height or discharge according to Section 17.88.070. This may include any of the information noted in Section 17.88.130(A).

3.    Hydraulic and Hydrologic Studies to Analyze Development. All hydraulic and hydrologic studies shall be completed under the direct supervision of a professional engineer registered in the state. The study contractor shall be responsible for the technical adequacy of the study. All studies shall be reviewed and approved by the Department.

a.    Zone A Floodplains and AE Within Which a Floodway Is Not Delineated.

i.    Hydrology.

(A)    The appropriate method shall be based on the standards in Wisconsin Administrative Code NR 116.07(3), Hydrologic Analysis: Determination of Regional Flood Discharge.

ii.    Hydraulic Modeling. The regional flood elevation shall be based on the standards in Wisconsin Administrative Code NR 116.07(4), Hydraulic Analysis: Determination of Regional Flood Elevation, and the following:

(A)    Determination of the required limits of the hydraulic model shall be based on detailed study information for downstream structures (dam, bridge, culvert) to determine adequate starting WSEL for the study.

(B)    Channel sections must be surveyed.

(C)    Minimum four-foot contour data in the overbanks shall be used for the development of cross section overbank and floodplain mapping.

(D)    A maximum distance of 500 feet between cross sections is allowed in developed areas with additional intermediate cross sections required at transitions in channel bottom slope including a survey of the channel at each location.

(E)    The most current version of HEC-RAS shall be used.

(F)    A survey of bridge and culvert openings and the top of road is required at each structure.

(G)    Additional cross sections are required at the downstream and upstream limits of the proposed development and any necessary intermediate locations based on the length of the reach if greater than 500 feet.

(H)    Standard accepted engineering practices shall be used when assigning parameters for the base model such as flow, Manning’s N values, expansion and contraction coefficients or effective flow limits. The base model shall be calibrated to past flooding data such as highwater marks to determine the reasonableness of the model results. If no historical data is available, adequate justification shall be provided for any parameters outside standard accepted engineering practices.

(I)    The model must extend past the upstream limit of the difference in the existing and proposed flood profiles in order to provide a tie-in to existing studies. The height difference between the proposed flood profile and the existing study profiles shall be no more than 0.00 feet.

iii.    Mapping. A work map of the reach studied shall be provided, showing all cross-section locations, floodway/floodplain limits based on best available topographic data, geographic limits of the proposed development and whether the proposed development is located in the floodway.

(A)    If the proposed development is located outside of the floodway, then it is determined to have no impact on the regional flood elevation.

(B)    If any part of the proposed development is in the floodway, it must be added to the base model to show the difference between existing and proposed conditions. The study must ensure that all coefficients remain the same as in the existing model, unless adequate justification based on standard accepted engineering practices is provided.

b.    Zone AE Floodplains.

i.    Hydrology. If the proposed hydrology will change the existing study, the appropriate method to be used shall be based on Wisconsin Administrative Code NR 116.07(3), Hydrologic Analysis: Determination of Regional Flood Discharge.

ii.    Hydraulic Model. The regional flood elevation shall be based on the standards in Wisconsin Administrative Code NR 116.07(4), Hydraulic Analysis: Determination of Regional Flood Elevation, and the following:

(A)    Duplicate Effective Model. The effective model shall be reproduced to ensure correct transference of the model data and to allow integration of the revised data to provide a continuous FIS model upstream and downstream of the revised reach. If data from the effective model is available, models shall be generated that duplicate the FIS profiles and the elevations shown in the Floodway Data Table in the FIS report to within 0.1 foot.

(B)    Corrected Effective Model. The corrected effective model shall not include any manmade physical changes since the effective model date but shall import the model into the most current version of HEC-RAS for Department review.

(C)    Existing (Pre-Project Conditions) Model. The existing model shall be required to support conclusions about the actual impacts of the project associated with the revised (post-project) model or to establish more up-to-date models on which to base the revised (post-project) model.

(D)    Revised (Post-Project Conditions) Model. The revised (post-project conditions) model shall incorporate the existing model and any proposed changes to the topography caused by the proposed development. This model shall reflect proposed conditions.

(E)    All changes to the duplicate effective model and subsequent models must be supported by certified topographic information, bridge plans, construction plans and survey notes.

(F)    Changes to the hydraulic models shall be limited to the stream reach for which the revision is being requested. Cross sections upstream and downstream of the revised reach shall be identical to those in the effective model and result in water surface elevations and top widths computed by the revised models matching those in the effective models upstream and downstream of the revised reach as required. The effective model shall not be truncated.

iii.    Mapping. Maps and associated engineering data shall be submitted to the Department for review which meet the following conditions:

(A)    Consistency between the revised hydraulic models, the revised floodplain and floodway delineations, the revised flood profiles, topographic work map, annotated FIRMs and/or flood boundary floodway maps (FBFMs), construction plans, bridge plans.

(B)    Certified topographic map of suitable scale, contour interval, and a planimetric map showing the applicable items. If a digital version of the map is available, it may be submitted in order that the FIRM may be more easily revised.

(C)    Annotated FIRM panel showing the revised 1% and 0.2% annual chance floodplains and floodway boundaries.

(D)    If an annotated FIRM and/or FBFM and digital mapping data (GIS or CADD) are used then all supporting documentation or metadata must be included with the data submission along with the Universal Transverse Mercator (UTM) projection and State Plane Coordinate System in accordance with FEMA mapping specifications.

(E)    The revised floodplain boundaries shall tie into the effective floodplain boundaries.

(F)    All cross sections from the effective model shall be labeled in accordance with the effective map and a cross section lookup table shall be included to relate to the model input numbering scheme.

(G)    Both the current and proposed floodways shall be shown on the map.

(H)    The stream centerline or profile baseline used to measure stream distances in the model shall be visible on the map.

4.    Expiration. All permits issued under the authority of this chapter shall expire no more than 180 days after issuance. The permit may be extended for a maximum of 180 days for good and sufficient cause. If the permitted work has not started within 180 days of the permit date, the development must comply with any regulation, including any revision to the FIRM or FIS, that took effect after the permit date.

C.    Certificate of Compliance. No land shall be occupied or used, and no building which is hereafter constructed, altered, added to, modified, repaired, rebuilt or replaced shall be occupied, until a certificate of compliance is issued by the Zoning Administrator, except where no permit is required, subject to the following provisions:

1.    The certificate of compliance shall show that the building or premises or part thereof, and the proposed use, conform to the provisions of this chapter;

2.    Application for such certificate shall be concurrent with the application for a permit;

3.    If all ordinance provisions are met, the certificate of compliance shall be issued within 10 days after written notification that the permitted work is completed;

4.    The applicant shall submit a certification signed by a registered professional engineer, architect or land surveyor that the fill, lowest floor and floodproofing elevations are in compliance with the permit issued. Floodproofing measures also require certification by a registered professional engineer or architect that the requirements of Section 17.88.290 are met.

a.    Where applicable pursuant to Section 17.88.190(D), the applicant must submit a certification by a registered professional engineer or surveyor of the elevation of the bottom of the lowest horizontal structural member supporting the lowest floor (excluding pilings or columns), and an indication of whether the structure contains a basement.

b.    Where applicable pursuant to Section 17.88.190(D), the applicant must submit certifications by a registered professional engineer or architect that the structural design and methods of construction meet accepted standards of practice as required by Section 17.88.190(D).

D.    Other Permits. Prior to obtaining a floodplain development permit the applicant must secure all necessary permits from federal, state, and local agencies, including but not limited to those required by the U.S. Army Corps of Engineers under Section 404 of the Federal Water Pollution Control Act, Amendments of 1972, 33 U.S.C. 1344. (Ord. 2837-23 § 1, 2023)