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2005-070
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Last modified
7/11/2016 10:40:07 AM
Creation date
9/30/2015 8:40:38 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Report
Approved Date
02/22/2005
Control Number
2005-070
Agenda Item Number
7.F.
Entity Name
Department of Emergency Services
Subject
Unified Local Mitigation Strategy 2005
Archived Roll/Disk#
4000
Supplemental fields
SmeadsoftID
4892
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Frequencies from flooding associated with rain events other than tropical storms <br /> and hurricanes are more difficult to estimate . Eastern Florida shows an annual dry cycle <br /> stretching from early November through mid - May . During this part of the year , monthly <br /> rainfall rarely exceeds 3 . 5 to 4 . 0 inches per month . The wet season , beginning in mid - May <br /> and running through late October, shows monthly rainfall levels in the area to a 6 . 0 to <br /> 8 . 5 inches . Heaviest rainfall usually occurs in June and September. In Indian River County , <br /> the eastern or coastal section of the County receives more rain than the western section . <br /> The average annual rainfall in Indian River County ranges between 50 and 55 inches . The <br /> County sees its maximum monthly rainfall in September, and its minimal rainf II in January. <br /> This rainfall pattern coupled with the hurricane season (June through November) makes <br /> Indian River County particularly vulnerable to flooding associated with tropical storms and <br /> hurricanes because they typically occur when the water table is high and the ground is <br /> saturated . The County' s Flood Insurance Study , dated 4 May 1989 , identified the following <br /> sources of flooding within the County: <br /> • Sebastian Creek ; <br /> • South Prong Creek ; <br /> • St. Johns River; <br /> • Elkcam Waterway — Collier Waterway ; <br /> • Lateral G ; <br /> • Lateral H ; <br /> • Lateral J ; <br /> • North Relief Canal ; <br /> • South Relief Canal ; <br /> • Main Relief Canal ; and <br /> • Vero Lakes Channels A , B , C , and D . <br /> The East Indian River County Master Stormwater Management Plan also <br /> identified the following flood zones within the County : North Relief Canal Sub basin , Main <br /> Relief Canal Sub- basin , and South Relief Canal Sub - basin . <br /> North Relief Canal Sub-Basin . The second largest areas of flooding within the <br /> Indian River Farms Water Control District ( IRFWCD ) is within the North Relief Canal <br /> Sub-basin C- 1 . The boundaries are as follows : 65th Street to the north , 66th Avenue to the <br /> east , 74th Avenue to the west , and 45th Street to the south . The flood elevations range from <br /> 22 to 23 feet. Another flood prone area is located along the Lateral " G " Cana , 1 /4 mile wide <br /> from 85th Street to 65th Street. Flood elevations range from 19 to 23 feet sout i to north , in <br /> this area . Furthermore , an area connected to the North Relief Canal by the L ateral " H " <br /> Canal is subject to flooding . This designated zone is bounded by 45th Street on the north , <br /> 28th Avenue on the east , 35th Avenue on the west , and 41 st Street on the sout i . Flood <br /> elevations are between 21 and 22 feet. The flood prone areas of the northerr basin will be <br /> addressed in detail in a subsequent phase of the Stormwater Master Plan ( Indian River <br /> County Public Works , 2002 ) . <br /> Main Relief Canal Sub-Basin. According to the 1988 Storm Water Management <br /> Model , the largest area of flooding within the Main Relief Canal Sub- basin during a 10-year <br /> storm event is connected to the Indian River Lagoon by both the Main and South Relief <br /> *4W Canal <br /> The approximate boundaries of this flood prone area are as follows : he Main Relief <br /> Canal to the north , 43rd Avenue to the east , and 74th Avenue to the west . The other flood <br /> 4- 16 <br />
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