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2009-283B
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2009-283B
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Last modified
3/15/2016 2:08:23 PM
Creation date
10/1/2015 1:19:29 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Lease
Approved Date
11/03/2009
Control Number
2009-283B
Agenda Item Number
8.Q.
Entity Name
Florida Inland Navigation District
Subject
Lease Agreement
Supplemental fields
SmeadsoftID
8586
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To release this water, the site operator will first open the shut-off valve , then remove one or more <br /> weir boards from a single stack as necessary to release the surface layer of the ponded water adjacent to <br /> the weirs . To minimize the work required, the operator need only open one-half of a single weir stack <br /> (that is , one column of boards) and only to the level to start water flowing over the lowered weir crest. <br /> Removal of the weir boards should follow the procedures outlined in Section 2 . 3 . 2 .2 . Only when the flow <br /> over the lowered weir crest approaches zero should the operator remove another board . This process <br /> should continue one board at a time, until all ponded water drains from the site . The operator should then <br /> replace the weir boards following the procedure outlined in Section 2 . 3 .2 . 1 , and close the weir discharge <br /> shut-off valve. <br /> 4. 0 DIKE INSPECTION REQUIREMENTS <br /> As discussed in Chapter 3 .0, to comply with likely requirements of the Environmental Resource <br /> Permit (ERP) for the operation of the IR- 14 facility, throughout all phases of dredging and dewatering the <br /> contractor shall be responsible for additional inspections of the containment facility related to ensuring <br /> the integrity and stability of the containment dikes . The remainder of this chapter details specific <br /> inspection requirements . <br /> 4 . 1 Critical Inspections <br /> The contractor shall perform periodic inspections of the containment dikes to check for certain <br /> critical conditions that may require the .implementation of remedial measures . As discussed in Chapter <br /> 3 . 0 , all inspections shall be conducted by a qualified geotechnical engineer or engineering technician with <br /> specific training and experience in performing inspections of earthen dams , earthen reservoirs, or earthen <br /> dredged material containment facilities . As part of his required preconstruction submittals , the contractor <br /> must submit the qualifications of the designated dike inspector for review and approval of the FIND or its <br /> authorized representative. <br /> The contractor shall conduct inspections for the items listed below every week. Any of these <br /> conditions shall be considered as indicating a critical condition that requires immediate investigation and <br /> may require emergency remedial action . Immediately upon confirming the existence of a critical <br /> condition, the contractor must inform the Project Engineer and increase the inspection frequency to a <br /> minimum of once daily. The Project Engineer will then immediately notify the Florida Department of <br /> Environmental Protection (FDEP) . Within 24 hours of confirming a critical condition, the contractor must <br /> submit to the Project Engineer documentation of the inspections and implemented remedial actions . The <br /> - 19 - <br />
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