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Agenda - 08-23-1993 - C 2 and C 3 attch
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Agenda - 08-23-1993 - C 2 and C 3 attch
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2/6/2017 3:15:15 PM
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BOCC
Date
8/23/1993
Meeting Type
Public Hearing
Document Type
Agenda
Agenda Item
C 2 and C 3 attch
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1',_ '3 <br /> to development. However, above the pond development will almost certainly increase the volume <br /> and rate of runoff. <br /> How a Wet Detention Pond Works <br /> The basic mechanism of pollutant removal is that suspended pollutant particles in runoff are <br /> captured by gravity settling as runoff enters the relatively still water in the pond (the same <br /> process that creates a delta). In the stream channel the energy of flowing water suspends the <br /> particles, but this churning action is lost as runoff enters the pond. This causes the particles to <br /> settle toward the bottom, the larger, heavier ones settling out first while very small ones may <br /> take days or weeks. Over time pollutants are trapped in the sediment that accumulates on the <br /> bottom. There may be some infiltration into the soil, but this is probably minimal in Orange <br /> County because of the tight soils and low infiltration rates. <br /> Particles, especially larger ones, are relatively easy to trap, but soluble nutrients have minimal <br /> settling velocities, so biological uptake is necessary. Soluble nutrients are removed by the <br /> biological activity of plants, alae, and other organisms that reside in the permanent pool. Plants <br /> convert soluble nutrients into biomass which can settle to the bottom where they can be <br /> consumed by bacteria. The ability of resident organisms to treat soluble nutrients is why wet <br /> detention ponds are preferred over dry ponds. <br /> Creation of the Desirable Environment <br /> A certain pond depth and volume must be established for these pollutant trapping and treatment <br /> processes to function properly. Consideration must be given to the particular pollutants to be <br /> captured, the size of the developed area the pond is built for, and the total drainage area to the <br /> pond, even if the offsite drainage area does not contribute significant pollution. <br /> The depth, volume, surface area, and shape of the pond must be such that inflow and wave <br /> action do not resuspend accumulated sediment and pollutants. Otherwise, pollutants will be <br /> washed through the pond and its purpose adversely affected. This is especially important at the <br /> shallow upper end where most pollutants accumulate as runoff enters the still water in the pond. <br /> Specifics from studies done on the efficiency of wet ponds can be found in the references listed <br /> in the bibliography. <br /> Designing the Pond <br /> To take advantage of the potential for pollutant removal, the pond must be designed to create <br /> conditions favorable for capturing and retaining pollutants and for sustaining the desired <br /> biological activity necessary to treat them. Such considerations as sufficient drainage area, <br /> adequate soils, runoff calculations, engineering, inspection during construction, and periodic <br /> inspection, maintenance, and repair must be considered. <br /> Who Designs, Inspects, and Certifies the Pond? <br /> A qualified registered professional engineer or landscape architect must design the pond, certify <br /> construction in writing, and provide as-built plans. <br /> DRAFT 4 June 1993 <br />
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