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1999-017
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1999-017
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Last modified
7/6/2023 1:59:49 PM
Creation date
7/6/2023 1:54:27 PM
Metadata
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Template:
Official Documents
Official Document Type
Miscellaneous
Approved Date
01/19/1999
Control Number
1999-017
Subject
Indian River County Beach Preservation Plan/Economic Analysis and Cost
Allocation Plan/Prepared by Applied Technology & Management, Inc. (ATM)
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C> <br />0 <br />0 <br />The total sand volume recommended to initially restore the shoreline sectors <br />envisioned to receive sand is approximately 1.89 million cubic yards. The borrow <br />area(s) for this sand will be identified by Indian River County in a study to be <br />initiated in December 1998, with field work to commence in Spring 1999. Once <br />borrow area(s) locations relative to sectors planned for sand placement are <br />determined, the critical design factors including pumping distances, sand quality <br />and quantity, and nearshore hardbottom characterizations will allow project <br />estimates to be refined. <br />The beachfill projects are assumed to require approximately 1.95 million cubic <br />yards of sand ,placed along a total of approximately 41,000 feet (7.8 miles) of the <br />Indian River County Atlantic Ocean shoreline. Exact construction berm <br />elevations and widths will be dependent upon sand quality and shoreline <br />conditions at the time of preliminary design. Unit beachfill volumes at this <br />iLMiCture a,ppeai io range between approximately 4th to 53 cubic yard's per front <br />foot of shoreline, The above values were determined following analysis of <br />existing conditions and modification of project boundaries (and the requisite <br />beachfill volumes) from those sectors identified in the .BPP. In contrast to the <br />beachfill parameters cited above (as presented in the BPP Update), the total <br />estimated shoreline length requiring beachfill was 36,000 feet (0.8 miles), with <br />1.51 million cubic yards placed in unit sectors varying from ten (10) to 80 cubic <br />yards of sand per front foot. <br />The orientation, length, individual weight specification (range of acceptable <br />weights) of armor stone and the on -center spacing of shore protection structures„ <br />as well as the total number of structures to be buiit in Sector 7, can only be <br />adequately determined through detailed design procedures. Wave refraction/ <br />diffraction and shoreline evolution modeling will likely be required to establish <br />such design parameters and to additionally satisfy regulatory agency evaluation <br />of the structures' function and benefits to the Sector 7 project. <br />
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