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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 />. <br /> <br />natural balance of the beach and dune system <br />Impervious Surfaces. Nonporous surfaces contribute <br />to the volume and velocity of water runof~ adding to the <br />level of flood waters and increasing the chance of flash <br />flooding This is especially important on steep slopes and <br />in the urban environmen~ where a large proportion of <br />the surface has already been covered by buildings, streets, <br />and parking areas. <br />Site design should maximize the preservation of <br />open space and vegetation and avoid large continuous ex- <br />panses of impervious surfaces. Large parking areas should <br />be punctuated with planting Streets, walkways, and park- <br />ing areas should be constructed of porous paving mate- <br />rials wherever possible Gravel, for instance, is highly <br />porous, and bricks and flagstones can allow infiltration <br />between joints. When soil conditions vary on the site, <br />buildings should be located on the less porous soils, leav- <br />ing areas with better filtration as open space <br />Water Stomge. Water storage can be either temporary <br />or permanen~ depending on local ground water supplies, <br />geology. and climate. Temporary storage can take a variety <br />of forms, including the preservation of natural surface de- <br />pressions in the landscape Such "dry pond" storage helps <br />to detain water after a storm, with gradual drainage, per- <br />colation, and evaporation to reduce the volume and veloc- <br />ity of runoff This technique also helps replenish ground <br />water supplies and can boost property values by increas- <br />ing the site amenity and providing recreation space <br />Temporary water storage can also be designed into <br />parking areas by creating depressions in paved surfaces <br />tha~ in combination with drainage channels, allow grad- <br />ual runoff. In some situations large expanses of flat roof <br /> <br /> <br />r.::- -~t1-;" <br />j' I~ I <br />1/,1. ;' I <br />"I " <br />I , I <br />I~_I 11'\ <br />~I <br />~./ <br />I ' <br />I .lIt I,. ,_ \ \ <br />I~\ "'\ \\ <br />L_,--___\-, <br /> <br />- -,- <br />"':P.i/ <br />/1,", <br />,~;I/I <br />~, <br />I <br /> <br /> <br /> <br />Large expanses of nonpor- <br />ous surfaces, such as those <br />used for parking lots, in- <br />crease runoff. Parking <br />areas should be designed to <br />minimize impervious sur- <br />faces, using vegeta#on to <br />maintain or improve natu- <br />L _ _ _ _ _ _ _ _ _ _ _ _ _. _ _ _ -1 ral drainage characteristics. <br /> <br />Dunes should not be cut by <br />site-development structures. <br />Access to beacbes can be <br />provided by catwalks, <br />stairs, and ramps that pr0- <br />tect the fragile composi#on <br />of the dune system. <br /> <br />61 <br />
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