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flood plain of the Indian River, an equal volume of storage <br />capacity must be created for any volume of the regulatory <br />flood that would be displaced by fill or structures below <br />elevation 4.0 ft. NGVD or the 10 -year Flood elevation which <br />has been determined by FEMA, whichever is greater. <br />(2) The velocity of the regulatory flood must not be <br />adversely altered on any watercourse. <br />(3) All structures, including buried storage tanks, <br />must be anchored as necessary to resist flotation, lateral <br />forces and the impact of floating debris. <br />(4) No development will be allowed that poses a <br />significant threat of releasing harmful quantities of <br />pollutants to surface waters or groundwaters during flood- <br />ing. <br />(5) The Flood Protection Elevation shall be set for <br />each project at the elevation of the regulatory flood plus <br />one foot. In Coastal High Hazard Zones, the Flood Pro- <br />tection Elevation shall be established with consideration <br />given to wind -drive wave action. All construction within the <br />Indian River County Coastal Zone shall be in compliance with <br />the County's current Coastal Construction Code. <br />(6) Residential buildings must have the lowest floor <br />elevated to the Flood Protection Elevation for that site. <br />If fill is used for foundation support, the elevation of the <br />soil support shall not be greater than that which would <br />result from the erosion reasonably anticipated as a result <br />of the design storm conditions. <br />(7) Industrial, commercial or other non-residential <br />buildings must have the lowest floor elevated to the Flood <br />Protection Elevation or be flood -proofed as follows: <br />(a) A Florida registered Professional Engineer or <br />Architect must certify that the building has been designed <br />and constructed so that below the Flood Protection Ele- <br />vation, the structure and attendant utility facilities are <br />watertight and capable of resisting the effects of the <br />regulatory flood. The design must take into account flood <br />velocities, duration, rate of rise, hydrostatic and hydro- <br />dynamic forces, the effect of buoyancy, scour, erosion, and <br />impacts from debris. <br />(b) Flood -proofing measures must be operable <br />without human intervention and without an outside source of <br />electricity. <br />(8) Accessory buildings may be constructed below the <br />Flood Protection Elevation provided there is minimal poten- <br />tial for significant damage by flooding. <br />(9) Sewage treatment and potable water supply systems <br />must be designed and located to prevent inflow or <br />