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2008-009 (5)
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2008-009 (5)
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Last modified
3/21/2016 10:19:40 AM
Creation date
9/30/2015 11:54:13 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/08/2008
Control Number
2008-009 (5)
Agenda Item Number
11.I.1
Entity Name
H & J Contracting
Subject
CR 512 Phase IV Improvements
Area
CR 512
Project Number
9611
Bid Number
2008012
Supplemental fields
SmeadsoftID
6833
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r <br /> Chapter 4 - Best Mang ernent Practices' fotEresion, and Sediment. Control <br /> Erosion and Sediment Control <br /> The construction of the sediment basin shall be carried out in a manner such that erosion <br /> and water pollution are minimized downstream . <br /> w Final Disposal <br /> When tem ora structures have served their intended purpose and the contributing <br /> drainage area has been properly stabilized, the embankment and resulting sediment <br /> deposits are to be leveled or otherwise disposed of according to the approved pollution . <br /> control plan. <br /> Maintenance <br /> ` The embankment of the basin should be checked regularly to ensure that it is structurally <br /> sound and has not been damaged by erosion or construction equipment. The emergency <br /> spillway should be checked regularly to ensure that its lining is well established and <br /> erosion-resistant. The basin should be checked after each runoff-producing rainfall for <br /> sediment cleanout: When the sediment reaches the cleanout level mark, it shall be <br /> r. <br /> removed and properly disposed of. <br /> Information to be Submitted for Approval <br /> Sediment Basin designs and construction plans submitted for review . to the appropriate <br /> regulatory agency shall include: <br /> ` 1 . Specific location of the dam . <br /> 2 . Plan view of dam , storage basin and emergency spillway. <br /> 3 . Cross-sections and profiles of dam , principal spillway and emergency spillway. <br /> 4_ Details of pipe connections , riser to pipe connection, riser base , anti-seep collars , <br /> trash rack; . and anti-vortex device . <br /> Runoff calculations for 10-year frequency storm . <br /> g . Storage Computations <br /> a. Total required <br /> b . Total available <br /> rr c, Level of sediment at which cleanout shall be required; to be stated as a <br /> distance from the riser crest to the sediment surface . <br /> 7 . Calculations showing design of pipe and emergency spillway . <br /> 4-93 <br />
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