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2009-323A
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2009-323A
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Last modified
3/17/2016 1:36:04 PM
Creation date
10/1/2015 12:58:28 AM
Metadata
Fields
Template:
Official Documents
Official Document Type
Certificate
Approved Date
12/15/2009
Control Number
2009-323A
Agenda Item Number
8.D.
Entity Name
Florida Inland Navigation District
Subject
Dredged Material Exhibit B
Supplemental fields
SmeadsoftID
7963
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3 . 3 Weir Operating Procedures During Dredging <br /> Once dredging begins and continuing though the completion of placement operations, the <br /> contractor remains responsible for operating the weir system as required to maintain effluent turbidity <br /> standards without compromising dike stability. The contractor achieves these objectives by adding weir <br /> boards and raising the weir crest elevation as required to control water level and ponding depth, and <br /> thereby retention time, within the basin . However, as described in Section 3 . 3 .2 , the contractor must not <br /> allow the water level within the basin to increase too quickly or the ponding depth to increase beyond the <br /> recommended maximum. Either condition could potentially lead to excessive seepage through the dikes, <br /> slope instability and, under extreme conditions , dike failure. Obviously, avoiding these conditions <br /> remains the one of the contractor ' s primary responsibilities . <br /> The remainder of this section presents guidelines that the contractor must follow to complete the <br /> required dredging and maintain effluent quality without compromising the integrity of the dike or the <br /> weirs . The following basic principles of operation provide a necessary preface to that discussion: <br /> • Throughout all phases of dredging operations, the contractor must maintain a qualified <br /> operator at the containment facility. As part of the required pre-construction submittals, <br /> the contractor must submit the specific qualifications of the designated operator(s) to <br /> the Project Engineer for review and approval. Each operator shall remain in constant <br /> radio contact with the dredge plant and shall possess the direct authority to shut down <br /> the dredge if required . Each operator shall retain primary responsibility, either through <br /> his direct action or through actions of others under his direct supervision, for adjusting <br /> the weirs to maintain effluent quality and ensure dike integrity ( Section 3 . 3 . 1 ), for <br /> performing all inspections related to dike integrity, for documenting the results of those <br /> inspections ( Section 3 . 3 . 2), and for ensuring the security of the containment facility and <br /> the safety . of all contractor personnel under his or her direct supervision. <br /> • Throughout all phases of dredging operations, the contractor must ensure that all three <br /> weir stacks remain fully operational . Closing off one or more weir stacks or weir <br /> discharge pipelines by inserting bladders or other blockages is specifically prohibited. <br /> • Throughout all phases of dredging operations except during short intervals white weir <br /> boards are being added or removed from individual weir stacks, the contractor must <br /> - ta - <br />
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