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Last modified
1/25/2010 6:24:40 PM
Creation date
10/4/2006 10:57:02 PM
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Floodplain Documents
County
Statewide
Community
Nationwide
Basin
Statewide
Title
Design Guidelines for Flood Damage Reduction
Date
10/1/1981
Prepared By
FEMA
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />of the building. When restructuring topography, exposed <br />cut and fill slopes, as well as borrow and stockpile areas <br />areas, should be protected Runoff should be diverted <br />from the face of slopes, and slopes should be stabilized <br />with ground cover or retaining walls. <br />C/n:;ulation and Access: Every site must connect with a <br />road system for access to the surrounding infrastru<:ture, <br />and larger development projects require circulation <br />within the site The objective in site design is to meet the <br />program needs for circulation and access while main- <br />taining safe access during flooding and avoiding damage <br />to natural features that aid in the control of runoff and <br />flooding <br />Roads should be minimized to reduce the amount of <br />surface paving Site layout should locate roads to ap- <br />proach buildings from the direction away from the flood- <br />plain so that access routes "ill be less likely to be <br />blocked by the flow of flood waters and debris. This ap- <br />proach will protect natural features in the floodplain and <br />will minimize obstruction of the floodway. To reduce <br />potential erosion, siltation, and runoff problems, roads <br />should not disrupt drainage patterns, and road crossings <br />should be perpendicular to streams, with adequate <br />bridge openings and culverts to permit the unimpeded <br />flow of water If roads are to be raised, the slope of em- <br />bankments should be minimized and open faces stabil- <br />ized "ith ground cover or terracing. <br /> <br />eolltrot of StOl'1ll Water RUlIoff <br />Water enters a given site either from precipitation or <br />as runoff from upstream portions of the watershed What <br />happens to this water is a major determinant of both the <br />degree of flooding and the potential of damage from flood- <br />ing I( through development of a site, there is an increase in <br />the volume or velocity of storm water runoff there will be <br />an increase in flooding levels Thus, as an ideal, runoff rates <br />after development should not exceed the rates before devel- <br />opment This ideal may not always be possible or practical <br />and may not be required by regulations, but should remain <br />the objective of good site planning and design <br />Site design techniques should work to protect the in- <br />dividual site, as well as minimizing increased flood levels <br />elsewhere There are a number of key factors that influ- <br />ence storm water runoff and the combination of these <br />must be considered in the site design process. <br />Soils Soil porosity is one component in controlling <br />water runoff. Soil composition needs to be firm enough <br />to adequately support buildings but at the same time per- <br />meable enough to allow percolation of water to recharge <br />the wdter table and to allow water to drain away from <br />buildings. Balanced soil composition slows water runof( <br />increases infiltration, and helps prevent the build-up of <br /> <br />Streets should be located to <br />approach buildings from <br />tbe direc#on away from the <br />floodplain so that access is <br />less likely to be hlocked <br />and vehicles are not dam- <br />aged by flood water. Road <br />crossings should be per- <br />pendicular to streams, with <br />adeqw::lte culverts or bridge <br />openings to permit unim- <br />peded flow of water. <br /> <br />I----~---:------ <br /> <br />:~~ j. <br />w. I~ <br />:*"'.;t~.~U~l2: <br />ii,:J c= <br />[1 <br /> <br />I...... <br />" <br /> <br /> <br />-:-: ....,....,.., <br /> <br /> <br />lfi)/....:.<:..:......:.. <br />. . ... <br />" ........ <br />,B ~ <br />L ~ ___ ~ <br /> <br />I <br />---------------" <br /> <br /> <br />ill I!i <br />Section AA <br /> <br /> <br />SectIon BB <br /> <br />59 <br />
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