[Ord. No. 818 § 2, 12-21-2015]
The Board of Adjustment as established by the City of Foristell
shall hear and decide appeals and requests for variances from the
floodplain management requirements of this Chapter.
[Ord. No. 818 § 2, 12-21-2015]
A. Where an application for a floodplain development permit or request for a variance from the floodplain management regulations is denied by the City Administrator, the applicant may apply for such floodplain development permit or variance directly to the Board of Adjustment, as defined in Article
V, Section
415.200.
B. The Board of Adjustment shall hear and decide appeals when it is
alleged that there is an error in any requirement, decision, or determination
made by the City Administrator in the enforcement or administration
of this Chapter.
[Ord. No. 818 § 2, 12-21-2015]
Any person aggrieved by the decision of the Board of Adjustment
or any taxpayer may appeal such decision to the St. Charles County
Circuit Court as provided in Section 89.110, RSMo.
[Ord. No. 818 § 2, 12-21-2015]
A. In passing upon such applications for variances, the Board of Adjustment
shall consider all technical data and evaluations, all relevant factors,
standards specified in other sections of this Chapter, and the following
criteria:
1.
The danger to life and property due to flood damage;
2.
The danger that materials may be swept onto other lands to the
injury of others;
3.
The susceptibility of the proposed facility and its contents
to flood damage and the effect of such damage on the individual owner;
4.
The importance of the services provided by the proposed facility
to the community;
5.
The necessity to the facility of a waterfront location, where
applicable;
6.
The availability of alternative locations, not subject to flood
damage, for the proposed use;
7.
The compatibility of the proposed use with existing and anticipated
development;
8.
The relationship of the proposed use to the comprehensive plan
and floodplain management program for that area;
9.
The safety of access to the property in times of flood for ordinary
and emergency vehicles;
10.
The expected heights, velocity, duration, rate of rise and sediment
transport of the floodwaters, if applicable, expected at the site;
and
11.
The costs of providing governmental services during and after
flood conditions, including maintenance and repair of public utilities
and facilities such as sewer, gas, electrical, and water systems;
streets; and bridges.
[Ord. No. 818 § 2, 12-21-2015]
A. Generally, variances may be issued for new construction and substantial improvements to be erected on a lot of one-half acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, providing items in Subsections
(B) through
(F), below, have been fully considered. As the lot size increases beyond the one-half acre, the technical justification required for issuing the variance increases.
B. Variances may be issued for the reconstruction, rehabilitation, or
restoration of structures listed on the National Register of Historic
Places, the State Inventory of Historic Places, or local inventory
of historic places upon determination, provided the proposed activity
will not preclude the structure's continued historic designation.
C. Variances shall not be issued within any designated floodway if any
increase in flood levels during the base flood discharge would result.
D. Variances shall only be issued upon a determination that the variance
is the minimum necessary, considering the flood hazard, to afford
relief.
E. Variances shall only be issued upon:
1.
A showing of good and sufficient cause;
2.
A determination that failure to grant the variance would result
in exceptional hardship to the applicant; and
3.
A determination that the granting of a variance will not result
in increased flood heights, additional threats to public safety, extraordinary
public expense, create nuisances, cause fraud on or victimization
of the public, or conflict with existing local laws or ordinances.
F. A community shall notify the applicant in writing over the signature
of a community official that the issuance of a variance to construct
a structure below base flood level will result in increased premium
rates for flood insurance up to amounts as high as twenty-five dollars
($25.00) for one hundred dollars ($100.00) of insurance coverage,
and such construction below the base flood level increases risks to
life and property. Such notification shall be maintained with the
record of all variance actions as required by this Chapter.
[Ord. No. 818 § 2, 12-21-2015]
A. Any variance granted for an agricultural structure shall be decided individually based on a case-by-case analysis of the building's unique circumstances. Variances granted shall meet the following conditions as well as those criteria and conditions set forth in Article
V, Sections
415.180 and
415.190, of this Chapter.
B. In order to minimize flood damages during the one-hundred-year flood
and the threat to public health and safety, the following conditions
shall be included for any variance issued for agricultural structures
that are constructed at grade and wet-floodproofed:
1.
All agricultural structures considered for a variance from the
floodplain management regulations of this Chapter shall demonstrate
that the varied structure is located in wide, expansive floodplain
areas and no other alternate location outside of the special flood
hazard area exists for the agricultural structure. Residential structures,
such as farmhouses, cannot be considered agricultural structures.
2.
Use of the varied structures must be limited to agricultural
purposes in zone A only as identified on the community's Flood
Insurance Rate Map (FIRM).
3.
For any new or substantially damaged agricultural structures, the exterior and interior building components and elements (i.e., foundation, wall framing, exterior and interior finishes, flooring, etc.) below the base flood elevation, must be built with flood-resistant materials in accordance with Article
IV, Section
415.150(D)(2), of this Chapter.
4.
The agricultural structures must be adequately anchored to prevent flotation, collapse, or lateral movement of the structures in accordance with Article
IV, Section
415.150(D)(1), of this Chapter. All of the building's structural components must be capable of resisting specific flood-related forces, including hydrostatic, buoyancy, and hydrodynamic and debris impact forces.
5.
Any mechanical, electrical, or other utility equipment must be located above the base flood elevation or floodproofed so that they are contained within a watertight, floodproofed enclosure that is capable of resisting damage during flood conditions in accordance with Article
IV, Section
415.150(D)(4), of this Chapter.
6.
The agricultural structures must meet all National Flood Insurance Program (NFIP) opening requirements. The NFIP requires that enclosure or foundation walls, subject to the one-hundred-year flood, contain openings that will permit the automatic entry and exit of floodwaters in accordance with Article
IV, Section
415.160(A)(3), of this Chapter.
7.
The agricultural structures must comply with the floodplain management floodway encroachment provisions of Article
IV, Section
415.180(A)(2), of this Chapter. No variances may be issued for agricultural structures within any designated floodway, if any increase in flood levels would result during the one-hundred-year flood.
8.
Major equipment, machinery, or other contents must be protected
from any flood damage.
9.
No disaster relief assistance under any program administered
by any Federal agency shall be paid for any repair or restoration
costs of the agricultural structures.
10.
A community shall notify the applicant in writing over the signature
of a community official that the issuance of a variance to construct
a structure below base flood level will result in increased premium
rates for flood insurance up to amounts as high as twenty-five dollars
($25.00) for one hundred dollars ($100.00) of insurance coverage,
and such construction below the base flood level increases risks to
life and property. Such notification shall be maintained with the
record of all variance actions as required by this Chapter.
11.
Wet-floodproofing construction techniques must be reviewed and
approved by the community and a registered professional engineer or
architect prior to the issuance of any floodplain development permit
for construction.
[Ord. No. 818 § 2, 12-21-2015]
A. Any variance granted for an accessory structure shall be decided individually based on a case-by-case analysis of the building's unique circumstances. Variances granted shall meet the following conditions as well as those criteria and conditions set forth in Article
V, Sections
415.230 and
415.240, of this Chapter.
B. In order to minimize flood damages during the one-hundred-year flood
and the threat to public health and safety, the following conditions
shall be included for any variance issued for accessory structures
that are constructed at grade and wet-floodproofed.
1.
Use of the accessory structures must be solely for parking and
limited storage purposes in zone A only as identified on the community's
Flood Insurance Rate Map (FIRM).
2.
For any new or substantially damaged accessory structures, the exterior and interior building components and elements (i.e., foundation, wall framing, exterior and interior finishes, flooring, etc.) below the base flood elevation must be built with flood-resistant materials in accordance with Article
IV, Section
415.150(D)(2), of this Chapter.
3.
The accessory structures must be adequately anchored to prevent flotation, collapse, or lateral movement of the structure in accordance with Article
IV, Section
415.150(D)(1), of this Chapter. All of the building's structural components must be capable of resisting specific flood-related forces, including hydrostatic, buoyancy, and hydrodynamic and debris impact forces.
4.
Any mechanical, electrical, or other utility equipment must be located above the base flood elevation or floodproofed so that they are contained within a watertight, floodproofed enclosure that is capable of resisting damage during flood conditions in accordance with Article
IV, Section
415.150(D)(4), of this Chapter.
5.
The accessory structures must meet all National Flood Insurance Program (NFIP) opening requirements. The NFIP requires that enclosure or foundation walls, subject to the one-hundred-year flood, contain openings that will permit the automatic entry and exit of floodwaters in accordance with Article
IV, Section
415.160(A)(3), of this Chapter.
6.
The accessory structures must comply with the floodplain management floodway encroachment provisions of Article
IV, Section
415.180(A)(2), of this Chapter. No variances may be issued for accessory structures within any designated floodway, if any increase in flood levels would result during the one-hundred-year flood.
7.
Equipment, machinery, or other contents must be protected from
any flood damage.
8.
No disaster relief assistance under any program administered
by any Federal agency shall be paid for any repair or restoration
costs of the accessory structures.
9.
A community shall notify the applicant in writing over the signature
of a community official that the issuance of a variance to construct
a structure below base flood level will result in increased premium
rates for flood insurance up to amounts as high as twenty-five dollars
($25.00) for one hundred dollars ($100.00) of insurance coverage,
and such construction below the base flood level increases risks to
life and property. Such notification shall be maintained with the
record of all variance actions as required by this Chapter.
10.
Wet-floodproofing construction techniques must be reviewed and
approved by the community and registered professional engineer or
architect prior to the issuance of any floodplain development permit
for construction.