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1987-12
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1987-12
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3 <br />R <br />(7) Where permitted, open drainage -ways shall retain <br />natural design characteristics and be so designed and protected <br />that they do not present a hazard to life or property. The design <br />shall include measures to protect against scour and erosion and <br />provide for stable side slopes. Whenever possible, such waterways <br />shall provide for adequate flushing action by prevailing winds and <br />currents to assure the prevention of stagnant water and debris <br />accumulation. <br />(8) Disposition of Stormwater Runoff - The stormwater <br />management system for development located predominantly on <br />excessively drained soils should maximize stormwater infiltration. <br />This shall be accomplished through the use of bottomless inlets, <br />perforated pipe, grading to retard runoff, natural or artificial <br />retention or detention basins, or other methods, depending on the <br />characteristics of the land area. Specific guidelines are as <br />follows <br />(a) Areas and lots shall be developed to maximize the <br />amount of natural rainfall which is percolated into the soil and <br />to minimize direct overland runoff into adjoining streets and <br />water, courses. Stormwater runoff from roofs and other impervious <br />surfaces should be diverted into swales, or terraces on the lot. <br />(b) Street drainage shall be by grassed swales or curb <br />and gutter in accordance with County specifications, provided all <br />curb and gutter systems shall discharge or direct water into or <br />across a grassed swale area or other filtering medium. <br />(c) Whenever practical, as indicated by soil character- <br />istics, water table elevation, and topography, the overflow from <br />any swale used shall be diverted to percolation areas, ponding <br />areas or natural or artificial seepage basins of sufficient <br />capacity to retain and provide for the maximum infiltration of <br />stormwater runoff from each drainage area for the design storm. <br />(d) Whenever practical, except in those development <br />projects where temporary ponding is allowable pursuant to Section <br />7 (A) (12), each percolation or retention area shall include <br />positive drainage facilities which provide for drainage to public <br />outfalls or a lake, or water course, to handle the runoff from <br />storms of longer duration and severity. <br />(e) The area surrounding retention or detention basins <br />is recommended to be used as public or private open space and <br />shall be grassed. <br />(f) The Soil Survey of Indian River County, Florida, <br />published by the U.S. Department of Agriculture, as made avail- <br />able, shall be the document to determine soil classification in <br />this ordinance. <br />
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