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2008-108
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Last modified
2/6/2026 12:02:16 PM
Creation date
10/1/2015 12:04:33 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Agreement
Approved Date
04/08/2008
Control Number
2008-108
Agenda Item Number
10.A.3
Entity Name
St. Johns River Water Management District
SJRWMD
Subject
Assignment,Settlement, and Covenant Appeal Corrigan family
Sand Lakes tract
Area
Sand Lakes Tract
Project Number
Case # WMD-07-017
Supplemental fields
SmeadsoftID
6956
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03/09/2007 13:03 3063294499 SJRMC WATER <br />Rc aJRC PAGE 03/04 <br />f• Fort Drum Marsh Conservation Area M A1, <br />specified in Interim plan 2. Operations.will be as <br />9• S . Johns�iYer_i1nOd Plain. Part of L -74H and culvert structure <br />S-255 will be compete prior to .this interim plan, S-Zs5 has flapgates which <br />permit water to flow freely from east side of L-701 to the floodplain of the <br />St. Johns River, <br />7-09. Interim plan S, During this interim plan L»74H Remainder, L-82, and <br />S-257 will be constructed. $4258 will' be functional. The FDMCA, ROMCA, <br />BCWMA, and the SJWMA will be fully functional during this interim plan. This <br />interim plan will -,be used until the cainpietimn of Contracts 53, SC, and So <br />which will be the completion Of 4.411 project features. <br />a• Jane ii Plan 1. een Detention Are•, ! Operations will <br />in Interim continue as specified <br />b. Taylor Cr e Reservoir. Operations will continue as specified in <br />Interim Plan .1, <br />C6 St. 3ohns Water Mana4emant 'pre, (c_MAJ6 Operations will continue <br />as -specified in Interim plan 3. <br />d. Biue..Cwre s Marsh Conservation Area (50CA). Operations wird be <br />as specified under Idter,tq pian 4, <br />e. <br />will be nfner.GvnresS.,M sr•Manaaemant Ar" (MMA1, Mater in the BcWMA l <br />seasonally regueied hetween eleuations. and 25.5 ft., WgtlO, <br />The regul3t.10n•Schedule. is ftntnd'Orr FPgure used 7»4, When the" s. age is i Zone A, <br />.S -96D wit} be ud to make maximum releases to the Sum, The. spillway gates <br />shall be opened and closed gradually to provide an even transition to the new <br />flow regime and to minimize the hydradlic affects downstream. The correct <br />gate setting for S -96D can be determined from pgthe,Discharge Rating Curves <br />found in additional 600dcfsA.ndSJRWM culvert rSPP conditiousSfrom�iE�eoi1GWMA e Of oto theiSJWMk. When <br />eD <br />mahyo be Ica <br />S 3omayBal a ea opened foreD iennmennmentad' Water supplyter Purposes <br />releases. S-251 will normally retain°open. S-251 will he used to control <br />—� <br />East- BCWMA to prevent ovardrainage of ;the east.por 36 ,— <br />private levees bordering tfie East BMA, and to prevent reverse (bows at high <br />stages from the West 9CWMA to the East RUMA, If the stage in the West BCWMA <br />is greater than 25.0 ft. and is also greater than the stage in the East BCWMA, <br />then S-251 should be closed. 5-251 may also be closed for environmental <br />purposes. S-254', a weir structure, lotaied in the western portion of L-77 <br />will prevent the build up of head an fha levee. hater will flow freely over <br />the weir when the water surface reeches elevation 26l6ater ft., flowNGVD into the. <br />BCMCA to assure post -project flood stages (above the weir elevation) in the <br />flowway and south of lite turnpike that are Tess than or equal to pre -project <br />conditions, Stage vs, Storage data fo`r the SCWMA is found on Table 7-6 <br />located at the end of the chapter, <br />474 <br />
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