Volume 2-05, Chapter 3 - City of Wichita
Volume 2-05, Chapter 3 - City of Wichita Volume 2-05, Chapter 3 - City of Wichita
Section 3.2.1 - Stomwater Pond 3.2.1.1 General Description Stormwater ponds (also referred to as retention ponds, wet ponds, or wet extended detention ponds) are constructed stormwater retention basins that have a permanent (dead storage) pool of water throughout the year. They can be created by excavation and/or by construction of embankments at an already existing natural depression. In a stormwater pond, all or a portion of the runoff from each rain event is retained and treated in the pool through gravitational settling and biological uptake until it is displaced by runoff from the next storm. The permanent pool also serves to protect deposited sediments from resuspension. Additional temporary storage (live storage) is provided for extended detention of the 1-year storm for downstream CP v , as well as conventional detention of larger storm events to meet peak flow control requirements. A portion of the WQ v may also be temporarily stored (detained) above the permanent pool for water quality treatment. Stormwater ponds are among the most cost-effective and widely used stormwater practices. A well-designed and landscaped pond can be an aesthetic feature on a development site when planned and located properly. There are several different variations of stormwater pond design, the most common of which include the wet pond, the wet extended detention pond, and the micropool extended detention pond. In addition, multiple stormwater ponds can be placed in series or parallel to increase performance or meet site design constraints. Below are descriptions of each design variation: Wet Pond: Wet ponds are stormwater basins constructed with a permanent (dead storage) pool of water equal to the WQ V . Stormwater runoff displaces the water already present in the pool. Temporary storage (live storage) can be provided above the permanent pool elevation for CP V and peak flow control. Wet Extended Detention (ED) Pond: A wet extended detention pond is a wet pond where the WQ V is split between the permanent pool and extended detention (ED) storage provided above the permanent pool. During water quality storm events, water is detained above the permanent pool for 24 hours. This design has similar pollutant removal to a traditional wet pond, but consumes less space. Additional temporary storage can be provided above the ED pool for CP V and peak flow control. Micropool Extended Detention (ED) Pond: The micropool extended detention pond is a variation of the extended detention wet pond where only a small “micropool” is maintained at the outlet to the pond. The outlet structure is sized to detain the WQ V for 24 hours. The micropool helps to inhibit resuspension of previously settled sediments and also helps to prevent clogging of the low flow orifice. Multiple Pond Systems: Multiple pond systems consist of constructed facilities that provide water quality and quantity control volume storage in two or more cells. The additional cells can create longer pollutant removal pathways and improved downstream protection. Page 3 - 26 Volume 2, Technical Guidance
Section 3.2.1 - Stormwater Pond Figure 3-10 shows a number of examples of stormwater pond variants. Section 3.2.1.8 provides plan view and profile schematics for the design of a wet pond, a wet extended detention pond, a micropool extended detention pond, and a multiple pond system. Wet Pond Wet ED Pond Micropool ED Pond Figure 3-10 Stormwater Pond Examples Conventional dry detention basins do not provide a permanent pool and are not acceptable for general use to meet water quality criteria, as they fail to demonstrate an ability to meet the majority of the water quality goals. In addition, dry detention basins are prone to clogging and resuspension of previously settled solids and require a higher frequency of maintenance than most wet ponds if used for untreated stormwater flows. However, these facilities can be used in combination with appropriate water quality controls to provide channel protection and peak flow control. For further discussion please see Section 3.4.1. 3.2.1.2 Stormwater Management Suitability Stormwater ponds may be designed to control both stormwater quantity and quality. Thus, a stormwater pond can be used to address all of the integrated stormwater sizing criteria for a given drainage area. Water Quality Ponds treat incoming stormwater runoff by physical, biological, and chemical processes. The primary removal mechanism is gravitational settling of particulates, organic matter, metals, Volume 2, Technical Guidance Page 3 - 27
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Section 3.2.1 - Stomwater Pond<br />
3.2.1.1 General Description<br />
Stormwater ponds (also referred to as retention ponds, wet ponds, or wet extended detention<br />
ponds) are constructed stormwater retention basins that have a permanent (dead storage)<br />
pool <strong>of</strong> water throughout the year. They can be created by excavation and/or by construction<br />
<strong>of</strong> embankments at an already existing natural depression.<br />
In a stormwater pond, all or a portion <strong>of</strong> the run<strong>of</strong>f from each rain event is retained and treated<br />
in the pool through gravitational settling and biological uptake until it is displaced by run<strong>of</strong>f<br />
from the next storm. The permanent pool also serves to protect deposited sediments from<br />
resuspension. Additional temporary storage (live storage) is provided for extended detention<br />
<strong>of</strong> the 1-year storm for downstream CP v , as well as conventional detention <strong>of</strong> larger storm<br />
events to meet peak flow control requirements. A portion <strong>of</strong> the WQ v may also be temporarily<br />
stored (detained) above the permanent pool for water quality treatment.<br />
Stormwater ponds are among the most cost-effective and widely used stormwater practices.<br />
A well-designed and landscaped pond can be an aesthetic feature on a development site<br />
when planned and located properly.<br />
There are several different variations <strong>of</strong> stormwater pond design, the most common <strong>of</strong> which<br />
include the wet pond, the wet extended detention pond, and the micropool extended detention<br />
pond. In addition, multiple stormwater ponds can be placed in series or parallel to increase<br />
performance or meet site design constraints. Below are descriptions <strong>of</strong> each design variation:<br />
Wet Pond: Wet ponds are stormwater basins constructed with a permanent (dead storage)<br />
pool <strong>of</strong> water equal to the WQ V . Stormwater run<strong>of</strong>f displaces the water already present in the<br />
pool. Temporary storage (live storage) can be provided above the permanent pool elevation<br />
for CP V and peak flow control.<br />
Wet Extended Detention (ED) Pond: A wet extended detention pond is a wet pond where the<br />
WQ V is split between the permanent pool and extended detention (ED) storage provided<br />
above the permanent pool. During water quality storm events, water is detained above the<br />
permanent pool for 24 hours. This design has similar pollutant removal to a traditional wet<br />
pond, but consumes less space. Additional temporary storage can be provided above the ED<br />
pool for CP V and peak flow control.<br />
Micropool Extended Detention (ED) Pond: The micropool extended detention pond is a<br />
variation <strong>of</strong> the extended detention wet pond where only a small “micropool” is maintained at<br />
the outlet to the pond. The outlet structure is sized to detain the WQ V for 24 hours. The<br />
micropool helps to inhibit resuspension <strong>of</strong> previously settled sediments and also helps to<br />
prevent clogging <strong>of</strong> the low flow orifice.<br />
Multiple Pond Systems: Multiple pond systems consist <strong>of</strong> constructed facilities that provide<br />
water quality and quantity control volume storage in two or more cells. The additional cells can<br />
create longer pollutant removal pathways and improved downstream protection.<br />
Page 3 - 26<br />
<strong>Volume</strong> 2, Technical Guidance