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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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Project Engineer will then submit to the FDEP a written report detailing the condition <br /> and the <br /> implemented remedial actions within seven (7) days of the confirmation of the critical condition . The <br /> following items shall be considered as indicating a critical condition : <br /> 1 ) Seepage with boils , sand cones, or deltas on outer face of the dike or downstream from <br /> the dike' s outer toe; <br /> 2) Silt accumulations, boils, deltas , or cones in the drainage ditches at the dike ' s base ; <br /> 3) Cracking of soil surface on the dike ' s crest or on either face of the dike; <br /> 4) Bulging of the downstream face of the dike; <br /> 5 ) Seepage, damp area , or boils in vicinity of or erosion around a conduit through the <br /> dike; and <br /> 6) Any subsidence of the crest or faces . <br /> 4 . 2 Supplemental Inspections <br /> During the critical inspections described above, the items listed below shall be considered <br /> indicators of potential areas of concern that the contractor must then continue to monitor closely during <br /> subsequent inspections and to perform repairs as necessary . Within 24 hours of confirming the presence <br /> of an indicator of a potential area of concern, the contractor must also inform the Project Engineer of the <br /> item and any required repairs undertaken. Indicators of potential areas of concern include the following: <br /> 1 ) Overgrowth patches of vegetation on the downstream face or close area downstream <br /> from the toe; <br /> 2) Surface erosion, gullying, or wave erosion of the upstream face of the dike; <br /> 3 ) Surface erosion, gullying, or damp areas on the downstream face of the dike, including <br /> the berm and the area downstream from the outside toe; <br /> 4) Erosion below any conduit exiting the dike; and <br /> 5) Wet areas or soggy soil in the downstream face of the dike or in the natural soil below <br /> dike. <br /> - 20 - <br />
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