The following standards apply to all land within the floodplain district and to neighboring lands:
a) except as modified or regulated by the standards of the floodplain district, all requirements of the underlying zoning district and section 300.29 will apply;
b) Any facility that will be used by employees or the general public must be designed with a flood warning system that provides adequate time for evacuation if the area is inundated to a depth and velocity such that the depth (in feet) multiplied by the velocity (in feet per second) would exceed a product of 4 upon occurrence of the regional (1%) flood;
c) The storage of materials or equipment must be elevated on fill to the Regulatory Floodplain Elevation;
d) The storage or processing of materials that are, in times of flooding, flammable, explosive, or potentially injurious to human, animal or plant life is prohibited;
e) no structure, fill, deposit, obstruction, storage of materials or equipment, or other use that will cause an increase in the stage of the 100-year flood in the floodway or decrease in existing storage volume in the floodplain is allowed;
f) parking or driveway areas, except those accessory to single-family dwellings, may not be located within 10 feet of the floodplain district and must be a minimum of one foot above the designated 100-year flood elevation;
g) driveways accessory to a single family dwelling must be a minimum of one foot above the 100-year flood elevation;
h) new principal structures, attached garages, or additions to existing structures must be set back a minimum of 20 feet upland from the edge of the floodplain district and have a minimum lowest floor elevation not less than two feet above the designated 100-year flood elevation. Any addition above the first floor will be exempt from this setback requirement. For purposes of this section first floor will mean the portion of the principal structure that is above grade. This does not apply to any structure or additions for which a conditional use permit is required;
i) attached decks and patios, outside stairways, cantilevered building areas, porticos and similar architectural features, may extend a distance not to exceed 10 feet into the required setback and must be 1.5 feet above the 100-year flood elevation and made of flood resistant materials;
j) detached pools and their associated apron have no setback from floodplain. For purposes of this section a pool is considered detached if no part of it or its associated apron is within 10 feet of the principal structure. A pool apron is the hard surface or decking material that is contiguous to the water's edge of the pool. Detached pools must be anchored and have all utilities designed or located to prevent water damage;
k) attached pools may extend a distance not to exceed 10 feet into the required setback as measured from the water's edge of the pool and must be 1.5 feet above the 100-year flood elevation as measured from the water's edge of the pool. For purposes of this section a pool is considered attached if any part of it or its associated apron is within 10 feet of the principal structure. A pool apron is the hard surface or decking material that is contiguous to the pool;
l) other accessory structures must:
1) not be designed for human habitation and must not contain sanitary facilities;
2) must be setback a minimum of 10 feet upland from the edge of the floodplain district except as otherwise indicated in this subdivision;
3) must have a minimum lowest floor elevation of not less than 1.5 feet above the designated 100-year flood elevation;
4) water-orientated accessory structures less than 120 square feet may have a 0-foot setback from the Floodway, provided they are not located in the Floodway, are not designed for human habitation, do not contain sanitary facilities, are constructed out of flood resistant materials and are anchored; and
5) for purposes of this ordinance accessory structures in subdivision 4(b) and 5(d) of this section have no setback from the floodplain district if they are located outside of the floodplain district.
m) principal structures must have areas within 15 feet of the structure at least ½ foot above the designated 100-year flood elevation or have an approved evacuation route from the structure directly to land above the designated 100-year flood elevation;
n) in the floodplain above-grade fully enclosed non-basement areas such as crawl spaces or other uninhabitable spaces within a structure, that are used to elevate a structure's lowest floor to two feet above the 100-year elevation, must be constructed to flood internally and must meet the following standards:
1) a minimum of two automatic openings must be included, having a total net area of not less than one square inch for every square foot of enclosed area subject to flooding;
2) openings must be on at least two sides of the structure;
3) when openings are placed in a structure's wall to provide for entry of floodwater to equalize pressures, the bottom of all openings must be no higher than one-foot above grade;
4) openings may be equipped with screens, louvers, valves, or other covering or devices, provided that they permit the automatic entry and exit of floodwaters without any form of human intervention; and
5) the enclosed area must be constructed of flood-resistant materials in accordance with the state building code and be used solely for building access or storage. The enclosed space cannot be finished;
o) before issuance of the certificate of occupancy, the applicant will be required to submit as-built drawings and certification by a licensed professional engineer or registered land surveyor that the finished fill and lowest floor elevation of all structures were accomplished in compliance with the provisions of this ordinance;
p) hard surface runoff must be treated in accordance with the requirements of the city and appropriate watershed district. Treatment may include site retention, skimmers, weirs, infiltration basins, or storm water ponds of appropriate scale. Structures and ponds serving this purpose must be properly maintained and serviced by the property owner;
q) discharge into the floodplain must not occur at a rate greater than allowed by the city engineer in accordance with the city's water resources management plan and appropriate watershed district requirements;
r) development proposals must be designed in compliance with the city's water resources management plan and must incorporate the requirements of the appropriate watershed district, the Minnesota department of natural resources and other governmental agencies;
s) in areas with land-locked basins that have no outlet, the minimum lowest floor elevation of new principal structures or additions to existing structures must be a minimum of two-feet above the flood elevation of two back-to-back 100-year storm events as calculated by a licensed professional engineer, or a minimum of two feet above the natural overflow elevation of the basin, as directed and approved by the city engineer;
t) the 100-year flood elevation will be based on the following criteria; in floodplain areas where the 100-year flood elevation is not readily available, the minimum lowest floor elevation of new principal structures or additions to existing structures must be a minimum of three-feet above the Minnesota department of natural resources' ordinary high water level or two feet above the highest known water level, whichever is more restrictive and is acceptable to the city engineer;
u) no development may adversely affect the hydraulic capacity of the channel and adjoining floodplain of any tributary watercourse or drainage system where a floodplain or other encroachment limit has not been specified on the official zoning map;
v) all recreational vehicles that are not travel-ready must meet the same standards as any other single family dwelling unit. For purposes of this section "travel-ready" means that the unit must be ready to travel on a roadway, including that it:
1) have a current, valid license to operate on public roads;
2) rest on inflated tires or an internal jacking system that can quickly return the unit to its inflated tires;
3) be attached to the site by no more than the quick-disconnect type of utilities commonly used in transitory campgrounds; and
4) have no permanent structures attached to it;
w) all manufactured homes must be securely anchored to an adequately anchored foundation system that resists flotation, collapse, lateral movement, and they must meet the same standards as any other single family dwelling unit. Methods of anchoring may include use of over-the-top or frame ties to ground anchors. This requirement is in addition to applicable state or local anchoring requirements for resisting wind forces;
x) no land may be subdivided that is unsuitable because of flooding or inadequate drainage, water supply or sewage treatment facilities. Lots within the floodplain district must be able to contain a building site outside of the floodplain overlay district or above the 100-year flood elevation and comply with the requirements of this code. Subdivisions must have water and sewage treatment facilities that comply with city standards and have road access to the subject property that complies with the requirements of this code. For subdivisions in the floodplain district, all access roads must be clearly labeled on all subdivision drawings and platting documents. An applicant for a subdivision must provide the information required in section 300.24 (8) to determine the 100-year flood elevation and the floodplain district boundaries for the subdivision site;
y) public utilities and facilities such as gas, electrical, sewer, and water supply systems to be located in the floodplain must be flood proofed in accordance with the state building code or elevated to one foot above the 100-year flood elevation;
z) railroad tracks, roads, and bridges to be located within the floodplain must comply with section 300.24, subdivision 8. Elevation to a minimum of one foot above the 100-year flood elevation must be provided where failure or interruption of these transportation facilities would result in danger to the public health or safety or where such facilities are essential to the orderly functioning of the area. Minor or auxiliary roads or railroads may be constructed at a lower elevation where failure or interruption of transportation services would not endanger the public health or safety; and
aa) where public utilities are not provided:
1) on-site water supply systems must be designed to minimize or eliminate infiltration of flood waters into the systems; and
2) new or replacement on-site sewage treatment systems must be designed to minimize or eliminate infiltration of flood waters into the systems and discharges from the systems into flood waters, and they must not be subject to impairment or contamination during times of flooding. A sewage treatment system designed in accordance with the state's current statewide standards for on-site sewage treatment systems is deemed to be in compliance with this provision.
bb) the city will review all permit applications to ensure that all proposed building sites in floodplain will be:
1) anchored to prevent flotation, collapse, or lateral movement;
2) use flood-resistant materials;
3) use construction methods and practices that minimize flood damage; and
4) ensure that electrical, heating, ventilation, plumbing, air conditioning equipment, and other service facilities are designed and/or located to prevent water entry and accumulation.
(Amended by Ord. 2011-28, adopted December 19, 2011; Amended by Ord. 2016-14, adopted October 24, 2016)