This section applies to all floodway areas on the floodplain zoning maps and those identified pursuant to § 238-32.
The following open space uses are allowed in the Floodway District and the floodway areas of the general floodplain district, if they are not prohibited by any other ordinance; they meet the standards in §§ 238-24 and 238-25; and all permits or certificates have been issued according to § 238-38:
A.
Agricultural uses, such as: farming, outdoor plant nurseries, horticulture,
viticulture and wild crop harvesting.
B.
Nonstructural industrial and commercial uses, such as loading areas,
parking areas and airport landing strips.
C.
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 § 238-24D.
F.
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,
31, Wis. Stats.
A.
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 and shall meet all the following standards:
(a)
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 § 238-24B(7); 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 § 238-24B(7).
(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)
Must not obstruct the flow of floodwater 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 or exceeds the following standards:
(a)
The lowest floor must be elevated to or above the flood protection
elevation;
(b)
A minimum of two openings have 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.
(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 food 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;
(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 above the flood protection elevation.
D.
Fills or deposition of materials may be allowed by permit, if:
(2)
No material is deposited in the navigable channel unless a permit
is issued by the Department pursuant to Chapter 30, Wis. Stats., and
a permit pursuant to § 404 of the Federal Water Pollution
Control Act, Amendments of 1972, 33 U.S.C. 1344 has been issued, if
applicable, and the other requirements of this section are 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 waste material.
All uses not listed as permitted uses in § 238-23 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 Chapter SPS 383 of the Wisconsin
Administrative Code.
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 Chapters NR 811 and NR 812, of the Wisconsin
Administrative Code;
F.
Any solid or hazardous waste disposal sites;
G.
Any wastewater treatment ponds or facilities, except those permitted
under Section NR 110.15(3)(b), Wisconsin Administrative Code; 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.