Morrisville Unified Development Ordinance

Article 5: Development Standards Section 5.6. Floodplain Management 5.6.5. Standards for Special Flood Hazard Areas with Flood Elevation Data

g. Flood openings to facilitate automatic equalization of hydrostatic flood forces shall be provided below the regulatory flood protection elevation in accordance with subsection D.3 above. 2. An accessory structure that has a footprint less than 150 square feet, or represents a minimal investment of $3,000 or less, and satisfies the standards in subsection 1 above shall not require an elevation or floodproofing certificate. Elevation or floodproofing certifications are required for all other accessory structures in accordance with 5.6.2, Required Certificates. The following standards shall apply when gas and liquid storage tanks are placed within a Special Flood Hazard Area: 1. Underground Tanks Underground tanks in flood hazard areas shall be anchored to prevent flotation, collapse or lateral movement resulting from hydrodynamic and hydrostatic loads during conditions of the design flood, including the effects of buoyancy assuming the tank is empty. Elevated Above-Ground Tanks Above-ground tanks in flood hazard areas shall be attached to and elevated to or above the design flood elevation on a supporting structure that is designed to prevent flotation, collapse, or lateral movement during conditions of the design flood. Tank-supporting structures shall meet the foundation requirements of the applicable flood hazard area. Non-Elevated Above-Ground Tanks Above-ground tanks that do not meet the elevation requirements of Section 5.6.5.B, Nonresidential Construction, shall be permitted in flood hazard areas provided the tanks are anchored or otherwise designed and constructed to prevent flotation, collapse, or lateral movement resulting from hydrodynamic and hydrostatic loads during conditions of the design flood, including the effects of buoyancy assuming the tank is empty and the effects of flood-borne debris. 2. 3. a. At or above the design flood elevation or fitted with covers designed to prevent the inflow of floodwater or outflow of the contents of the tanks during conditions of the design flood; and b. Anchored to prevent lateral movement resulting from hydrodynamic and hydrostatic loads, including the effects of buoyancy, during conditions of the design flood. J. Other Development Prior to the issuance of a Floodplain Development Permit for a temporary structure, the applicant shall submit to the Town Engineer for review and written approval a plan for the removal of such structure(s) in the event of a hurricane, flash flood, or other type of flood warning notification. The plan shall include information demonstrating compliance with the following standards: Fences in Regulated Floodways and NEAs Fences that have the potential to block the passage of floodwaters, such as stockade fences and wire mesh fences, shall meet the limitations of Section 5.6.7, Standards for Floodways and Non Encroachment Areas. 2. Retaining Walls, Sidewalks, and Driveways in Regulated Floodways and NEAs Retaining walls, sidewalks, and driveways that involve the placement of fill in regulated floodways shall meet the limitations of Section 5.6.7, Standards for Floodways and Non-Encroachment Areas. 1. I. Tanks 4. Tank Inlets and Vents Tank inlets, fill openings, outlets, and vents shall be:

Morrisville, NC

October 1, 2021

Unified Development Ordinance

Page 5-26