Source: https://www.ecode360.com/29706749
Timestamp: 2018-08-20 06:44:26
Document Index: 152967392

Matched Legal Cases: ['§ 415', '§ 415', '§ 415', '§ 415', '§ 415', '§ 415', '§ 415', '§15', '§16', 'Art. 5', '§15', '§17', 'Art. 5', '§15', '§18', 'Art. 5', '§15', '§19', 'Art. 5', '§15', '§20', 'Art. 5', '§15', '§21', 'Art. 5', '§15', '§22', 'Art. 5']

City of Bonne Terre, MO Floodplain Management Variance Procedures
Ch 415 Art VI Floodplain Management Variance Procedures
§ 415.160 Establishment of Appeal Board.
§ 415.170 Responsibility of Appeal Board.
§ 415.180 Further Appeals.
§ 415.190 Floodplain Management Variance Criteria.
§ 415.200 Conditions for Approving Floodplain Management Variances.
§ 415.210 Conditions for Approving Variances for Agricultural Structures.
§ 415.220 Conditions for Approving Variances for Accessory Structures.
Article VI: Floodplain Management Variance Procedures
Chapter 415: Flood Hazard Management Article VI Floodplain Management Variance Procedures
Section 415.160 Establishment of Appeal Board.
Section 415.170 Responsibility of Appeal Board.
Section 415.180 Further Appeals.
Section 415.190 Floodplain Management Variance Criteria.
Section 415.200 Conditions for Approving Floodplain Management Variances.
Section 415.210 Conditions for Approving Variances for Agricultural Structures.
Section 415.220 Conditions for Approving Variances for Accessory Structures.
[CC 2001 §15.12.160; Ord. No. 6.31A §16, 8-10-1999; Ord. No. 061101 Art. 5 §A, 6-9-2011]
The Board of Adjustment as established by the City of Bonne Terre shall hear and decide appeals and requests for variances from the floodplain management requirements of this Chapter.
[CC 2001 §15.12.170; Ord. No. 6.31A §17, 8-10-1999; Ord. No. 061101 Art. 5 §B, 6-9-2011]
Where an application for a floodplain development permit or request for a variance from the floodplain management regulations is denied by the City Manager, the applicant may apply for such floodplain development permit or variance directly to the Appeal Board as defined in Article VI, Section 415.160.
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 Manager in the enforcement or administration of this Chapter.
[CC 2001 §15.12.180; Ord. No. 6.31A §18, 8-10-1999; Ord. No. 061101 Art. 5 §C, 6-9-2011]
Any person aggrieved by the decision of the Board of Adjustment or any taxpayer may appeal such decision to the St. Francois County Circuit Court as provided in Section 89.110, RSMo.
[CC 2001 §15.12.190; Ord. No. 6.31A §19, 8-10-1999; Ord. No. 061101 Art. 5 §D, 6-9-2011]
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:
[CC 2001 §15.12.200; Ord. No. 6.31A §20, 8-10-1999; Ord. No. 061101 Art. 5 §E, 6-9-2011]
Generally, variances may be issued for new construction and substantial improvements to be erected on a lot of one-half (½) acre or less in size contiguous to and surrounded by lots with existing structures constructed below the base flood level, providing Subsections (B) through (F) below have been fully considered. As the lot size increases beyond the one-half (½) acre, the technical justification required for issuing the variance increases.
[CC 2001 §15.12.210; Ord. No. 6.31A §21, 8-10-1999; Ord. No. 061101 Art. 5 §F, 6-9-2011]
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 VI, Sections 415.190 and 415.200 of this Chapter.
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 V, Section 415.120(C)(2) of this Chapter.
The agricultural structures must be adequately anchored to prevent flotation, collapse, or lateral movement of the structures in accordance with Article V, Section 415.120(C)(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.
Any mechanical, electrical, or other utility equipment must be located above the base flood elevation or floodproofed so that they are contained within a water-tight, floodproofed enclosure that is capable of resisting damage during flood conditions in accordance with Article V, Section 415.120(C)(4) of this Chapter.
The agricultural structures must meet all National Flood Insurance Program (NFIP) opening requirements. The NFIP requires that enclosure or foundation walls, subject to the 100-year flood, contain openings that will permit the automatic entry and exit of floodwaters in accordance with Article V, Section 415.130(A)(3) of this Chapter.
The agricultural structures must comply with the floodplain management floodway encroachment provisions of Article V, Section 415.130(B)(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 100-year flood.
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.
[CC 2001 §15.12.220; Ord. No. 6.31A §22, 8-10-1999; Ord. No. 061101 Art. 5 §G, 6-9-2011]
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 VI, Sections 415.190 and 415.200 of this Chapter.
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 V, Section 415.120(C)(2) of this Chapter.
The accessory structures must be adequately anchored to prevent flotation, collapse, or lateral movement of the structure in accordance with Article V, Section 415.120(C)(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.
The accessory structures must meet all National Flood Insurance Program (NFIP) opening requirements. The NFIP requires that enclosure or foundation walls, subject to the 100-year flood, contain openings that will permit the automatic entry and exit of floodwaters in accordance with Article V, Section 415.130(A)(3) of this Chapter.
The accessory structures must comply with the floodplain management floodway encroachment provisions of Article V, Section 415.130(B)(2) of this Chapter. No variances maybe issued for accessory structures within any designated floodway, if any increase in flood levels would result during the 100-year flood.