The following standards apply to new development, including new and substantially improved structures, in the areas of special flood hazard shown on the Flood Insurance Rate Map designated in § 82-6.
A.
Subdivision proposals. The following standards apply to all new subdivision
proposals and other proposed development in areas of special flood
hazard (including proposals for manufactured home and recreational
vehicle parks and subdivisions):
B.
Encroachments.
(1)
Within Zones A1-A30 and AE, on streams without a regulatory floodway,
no new construction, substantial improvements or other development
(including fill) shall be permitted unless:
(a)
The applicant demonstrates 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 location; or
(b)
The Village of Akron agrees to apply to the Federal Emergency
Management Agency (FEMA) for a conditional FIRM revision, FEMA approval
is received. and the applicant provides all necessary data, analyses
and mapping and reimburses the Village of Akron for all fees and other
costs in relation to the application. The applicant must also provide
all data, analyses and mapping and reimburse the Village of Akron
for all costs related to the final map revision.
(2)
On streams with a regulatory floodway, as shown on the Flood Boundary and Floodway Map or the Flood Insurance Rate Map adopted in § 82-6, no new construction, substantial improvements or other development in the floodway (including fill) shall be permitted unless:
(a)
A technical evaluation by a licensed professional engineer demonstrates
through hydrologic and hydraulic analyses performed in accordance
with standard engineering practice that such an encroachment shall
not result in any increase in flood levels during occurrence of the
base flood; or
(b)
The Village of Akron agrees to apply to the Federal Emergency
Management Agency (FEMA) for a conditional FIRM and floodway revision,
FEMA approval is received, and the applicant provides all necessary
data, analyses and mapping and reimburses the Village of Akron for
all fees and other costs in relation to the application. The applicant
must also provide all data, analyses and mapping and reimburse the
Village of Akron for all costs related to the final map revisions.
(3)
In Zones A1-A30, AE and AH, and also Zone A if base flood elevation
data are available, if any development is found to increase or decrease
base flood elevations, the Village of Akron shall as soon as practicable,
but not later than six months after the date such information becomes
available, notify FEMA and the New York State Department of Environmental
Conservation of the changes by submitting technical or scientific
data in accordance with standard engineering practice.
The following standards apply to new development, including new and substantially improved structures, in the areas of special flood hazard shown on the Flood Insurance Rate Map designated in § 82-6.
A.
Anchoring. New structures and substantial improvement to structures
in areas of special flood hazard shall be anchored to prevent flotation,
collapse, or lateral movement during the base flood. This requirement
is in addition to applicable state and local anchoring requirements
for resisting wind forces.
B.
Construction materials and methods.
(1)
New construction and substantial improvements to structures shall
be constructed with materials and utility equipment resistant to flood
damage.
(2)
New construction and substantial improvements to structures shall
be constructed using methods and practices that minimize flood damage.
(3)
For enclosed areas below the lowest floor of a structure within Zone
A1-A30, AE, AO or A, new and substantially improved structures shall
have fully enclosed areas below the lowest floor that are useable
solely for parking of vehicles, building access or storage in an area
other than a basement and which are subject to flooding, designed
to automatically equalize hydrostatic flood forces on exterior walls
by allowing for the entry and exit of floodwaters.
(a)
Designs for meeting this requirement must either be certified
by a licensed professional engineer or architect or meet or exceed
the following minimum criteria:
[1]
A minimum of two openings of each enclosed area having a total
net area of not less than one square inch for every square foot of
enclosed area subject to flooding;
[2]
The bottom of all such openings no higher than one foot above
the lowest adjacent finished grade; and
[3]
Openings not less than three inches in any direction.
(b)
Openings may be equipped with louvers, valves, screens or other
coverings or devices provided they permit the automatic entry and
exit of floodwaters. Enclosed areas subgrade on all sides are considered
basements and are not permitted.
C.
Utilities.
(1)
New and replacement electrical equipment, heating, ventilating, air-conditioning,
plumbing connections, and other service equipment shall be located
at least two feet above the base flood elevation, or at least three
feet above the highest adjacent grade in Zone A without an available
base flood elevation, or be designed to prevent water from entering
and accumulating within the components during a flood and to resist
hydrostatic and hydrodynamic loads and stresses. Electrical wiring
and outlets, switches, junction boxes and panels shall be elevated
or designed to prevent water from entering and accumulating within
the components unless they conform to the appropriate provisions of
the electrical part of the Building Code of New York State or the
Residential Code of New York State for location of such items in wet
locations;
(2)
New and replacement water supply systems shall be designed to minimize
or eliminate infiltration of floodwaters into the system;
(3)
New and replacement sanitary sewage systems shall be designed to
minimize or eliminate infiltration of floodwaters. Sanitary sewer
and storm drainage systems for buildings that have openings below
the base flood elevation shall be provided with automatic backflow
valves or other automatic backflow devices that are installed in each
discharge line passing through a building's exterior wall; and
(4)
On-site waste disposal systems shall be located to avoid impairment
to them or contamination from them during flooding.
A.
Elevation. The following standards apply to new and substantially improved residential structures located in areas of special flood hazard, in addition to the requirements in § 82-15A, Subdivision proposals, § 82-15B, Encroachments, and § 82-16, Standards for all structures.
(1)
Within Zones A1-A30, AE and AH, and also Zone A if base flood elevation
data are available, new construction and substantial improvements
shall have the lowest floor (including basement) elevated to or above
two feet above the base flood elevation.
(2)
Within Zone A, when no base flood elevation data are available, new
construction and substantial improvements shall have the lowest floor
(including basement) elevated at least three feet above the highest
adjacent grade.
(3)
Within Zone AO, new construction and substantial improvements shall have the lowest floor (including basement) elevated above the highest adjacent grade at least as high as the depth number specified in feet on the community's Flood Insurance Rate Map enumerated in § 82-6, plus two feet (at least three feet if no depth number is specified).
(4)
Within Zones AH and AO, adequate drainage paths are required to guide
floodwaters around and away from proposed structures on slopes.
The following standards apply to new and substantially improved commercial, industrial and other nonresidential structures located in areas of special flood hazard, in addition to the requirements in § 82-15A, Subdivision proposals, § 82-15B, Encroachments, and § 82-16, Standards for all structures.
A.
Within Zones A1-A30, AE and AH, and also Zone A if base flood elevation
data are available, new construction and substantial improvements
of any nonresidential structure shall either:
(1)
Have the lowest floor, including basement or cellar, elevated to
or above two feet above the base flood elevation; or
(2)
Be floodproofed so that the structure is watertight below two feet
above the base flood elevation, including attendant utility and sanitary
facilities, with walls substantially impermeable to the passage of
water. All structural components located below the base flood level
must be capable of resisting hydrostatic and hydrodynamic loads and
the effects of buoyancy.
B.
Within Zone AO, new construction and substantial improvements of
nonresidential structures shall:
(1)
Have the lowest floor (including basement) elevated above the highest
adjacent grade at least as high as the depth number specified in feet
on the community's FIRM, plus two feet (at least three feet if no
depth number is specified); or
C.
If the structure is to be floodproofed, a licensed professional engineer or architect shall develop and/or review structural design, specifications, and plans for construction. A floodproofing certificate or other certification shall be provided to the local administrator that certifies the design and methods of construction are in accordance with accepted standards of practice for meeting the provisions of § 82-18A(2), including the specific elevation (in relation to mean sea level) to which the structure is to be floodproofed.
D.
Within Zones AH and AO, adequate drainage paths are required to guide
floodwaters around and away from proposed structures on slopes.
E.
Within Zone A, when no base flood elevation data are available, the
lowest floor (including basement) shall be elevated at least three
feet above the highest adjacent grade.
The following standards in addition to the standards in § 82-15, General standards, and § 82-16, Standards for all structures, apply, as indicated, in areas of special flood hazard to manufactured homes and to recreational vehicles which are located in areas of special flood hazard.
A.
B.
A manufactured home that is placed or substantially improved in Zones
A1-A30, AE and AH shall be elevated on a permanent foundation such
that the bottom of the frame of the manufactured home chassis is elevated
to or above two feet above the base flood elevation and is securely
anchored to an adequately anchored foundation system to resist flotation,
collapse and lateral movement.
C.
Within Zone A, when no base flood elevation data are available, new
and substantially improved manufactured homes shall be elevated such
that the bottom of the frame of the manufactured home chassis is supported
by reinforced piers or other foundation elements of at least equivalent
strength that are no less than 36 inches in height above grade and
are securely anchored to an adequately anchored foundation system
to resist flotation, collapse or lateral movement.
The following standards apply to new and substantially improved accessory structures, including detached garages, in the areas of special flood hazard shown on the Flood Insurance Rate Map designated in § 82-6.
A.
Within Zones A1-A30, AE, AO, AH, A, accessory structures must meet the standards of § 82-16A, Anchoring.
B.
Within Zones A1-A30, AE and AH, and also Zone A if base flood elevation
data are available, areas below two feet above the base flood elevation
shall be constructed using methods and practices that minimize flood
damage.
C.
Within Zones AO and Zone A, if base flood elevation data are not
available, areas below three feet above the highest adjacent grade
shall be constructed using methods and practices that minimize flood
damage.
