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1997-05-28_REVISION - M1981302 (4)
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1997-05-28_REVISION - M1981302 (4)
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Last modified
9/9/2022 4:18:01 PM
Creation date
11/21/2007 4:18:09 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1981302
IBM Index Class Name
Revision
Doc Date
5/28/1997
Doc Name
TR-06 MODIFICATION OF BERM WESTERN MOBILE DEEPE PIT FN M-81-302
From
DMG
To
HART ENVIRONMENTAL
Type & Sequence
TR6
Media Type
D
Archive
No
Tags
DRMS Re-OCR
Description:
Signifies Re-OCR Process Performed
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0 <br /> Memo to File M-81-302 -2- May 25 , 1997 <br /> foundation stability, settlement, and interior drainage . <br /> Riverine levees must provide a minimum freeboard of three feet <br /> above the water surface level of the one percent annual chance <br /> flood. <br /> Areas behind levees and floodwalls are often subject to severe <br /> internal drainage problems . The exclusion of floodwater also <br /> contributes to retention of storm water runoff . <br /> The area delineated as the regulatory floodway is the area that <br /> will carry the waters of a particular magnitude flood without <br /> increasing that water surface elevation more than a designated <br /> level . Areas outside the regulatory floodway but still within the <br /> designated one percent floodplain are referred to as the "flood <br /> fringe . " In delineating a floodway, it is assumed that the flood <br /> fringe areas will be fully developed and completely obstruct <br /> floodwater. The regulatory floodway will then serve to convey the <br /> floodwater. <br /> FIA minimum regulations require that the regulatory floodway be <br /> delineated so that it can pass the one percent annual chance flood <br /> without increasing the water surface elevation within the <br /> regulatory floodway by more than one foot at any point . Several <br /> states and communities have adopted more stringent requirements for <br /> the regulatory floodway by limiting the increase in water surface <br /> elevation to less than one foot, generally resulting in a wider <br /> floodway. <br /> Floodway boundaries are determined by application of hydraulic <br /> modelling techniques . A hydraulic model is developed to reflect <br /> existing conditions, and the model is manipulated to reduce the <br /> area in the flood fringe until the water surface within the <br /> floodway rises a foot or less . <br /> FIA minimum regulations also prohibit encroachments (fill, new <br /> construction, substantial improvements) within the adopted <br /> regulatory floodway that would result in any increase in flood <br /> levels (above the one-foot rise already allowed) during a one <br /> percent chance annual flood. <br /> Levees and floodwalls can be designed to protect relatively small <br /> areas, but they may create a false sense of security since the <br /> level of protection is limited. These structures may actually <br /> increase flood elevations on adjacent upstream and downstream <br /> properties by obstructing or accelerating flood flow and/or <br /> increasing flood peaks . <br /> For purposes of making special flood hazard area determinations for <br /> the National Flood Insurance Program (NFIP) , FEMA has established <br />
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