RESOLUTION
of THE SEBASTIAN RIVER IMPROVEMENT DISTRICT

GOVERNING THE STRUCTURAL CROSSINGS OF
MAIN LATERAL CANALS WITHIN THE JURISDICTIONAL BOUNDARIES of the SEBASTIAN RIVER IMPROVEMENT DISTRICT**

(**Previously known as the Sebastian River Water Control District & Sebastian River Drainage District)

WHEREAS the Board of Supervisors places significant emphasis on the Sebastian River Improvement Districts capability to effectively discharge storm water; and

WHEREAS the Sebastian River Improvement District is a gravity discharge system for water which is conveyed through the jurisdictional waters of the Sebastian River Improvement District; and

Given the primary focus of the effective discharge of storm water through the Sebastian River Improvement Districts lateral and sub-lateral system is to convey water in a matter with the least amount of conveyance restrictions,

the Board of Supervisors of the Sebastian River Improvement District does

HEREBY RESOLVE that all crossings over and through or within the main Lateral system within the Sebastian River Improvement District (presently referred to as Lateral C) be bridge crossings, and such bridge crossings shall be determined as to their sufficiency as to meet the objectives of the Sebastian River Improvement District as determined by the Sebastian River Improvement District and as approved by the Board of Supervisors of the same District.

While bridge crossings are also a desirable structural preference for the Sebastian River Improvement Districts, Lateral L and Lateral D systems, the Board of Supervisors may consider alternative methodologies, such as culverts, as determined solely by the Sebastian River Improvement District and as approved by the Board of Supervisors of the same District.

Resolved this 2nd day of December, 2009 by the Sebastian River Improvement District
Board of Supervisors.

Revised by the Sebastian River Improvement District Board on December 4, 2013.