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PERMFILE105497
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PERMFILE105497
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Entry Properties
Last modified
8/24/2016 9:58:26 PM
Creation date
11/24/2007 12:24:50 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1981018
IBM Index Class Name
Permit File
Doc Date
8/23/2002
Doc Name
Refuse Pile Temporary Ditch Specifications
Section_Exhibit Name
Illustration 50
Media Type
D
Archive
No
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• the characteristics of the material that the channel is constructed on. In practice, the <br />response of a given channel may change between storms and even during storms. Where <br />for one runoff regime the channel may experience deposition for another it may <br />experience erosion. Such responses are a natural expression of the dynamic nature of the <br />hydrologic system. <br />In general, the following channel protective measures will be implemented based on <br />channel slope. It must be pointed out that due to the extent of variables involved that <br />some `field fitting' is expected. In sections where larger flows are expected additional <br />protection may be warranted. <br />Slope <br />0-7% Potential deposition area. Channel protection to be added if erosional <br />problems area encountered. <br />>7-12% Rock checks, concrete sack checks, sandbag checks, or coarse refuse <br />armoring (rotary breaker reject). <br />>12% Coarse refuse armoring, angular riprap, shotcrete channels, half pipe <br />channels, full culvert/pipe slope drains. <br /> <br />
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