Volume 2-05, Chapter 3 - City of Wichita
Volume 2-05, Chapter 3 - City of Wichita
Volume 2-05, Chapter 3 - City of Wichita
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Section 3.1 - Stormwater Management Controls Overview<br />
3.1.6 Using Structural Stormwater Controls in Series<br />
3.1.6.1 Stormwater Treatment Trains<br />
The minimum stormwater management standards are an integrated planning and design<br />
approach whose components work together to limit the adverse impacts <strong>of</strong> development on<br />
downstream waters and riparian areas. This approach is sometimes called a stormwater<br />
“treatment train.” When considered comprehensively, a treatment train consists <strong>of</strong> all the<br />
design concepts and nonstructural and structural controls that work to attain water quality and<br />
quantity goals. This is illustrated in Figure 3-6.<br />
Run<strong>of</strong>f & Load<br />
Generation<br />
(Source Control)<br />
Pretreatment<br />
Control<br />
Standard<br />
Treatment and/or<br />
Quantity Control<br />
Figure 3-6 Generalized Stormwater Treatment Train<br />
Run<strong>of</strong>f and Load Generation: The initial part <strong>of</strong> the “train” is located at the source <strong>of</strong> run<strong>of</strong>f<br />
and pollutant load generation, and consists <strong>of</strong> pollution prevention practices and optional<br />
“Preferred Site Design” practices that reduce run<strong>of</strong>f and stormwater pollutants.<br />
Pretreatment: The next step in the treatment train consists <strong>of</strong> pretreatment measures. These<br />
measures typically do not provide sufficient pollutant removal to meet the overall TSS target<br />
reduction goal, but do provide calculable water quality benefits that may be applied towards<br />
meeting the WQ v treatment requirement. In addition, pre-treatment may reduce maintenance<br />
and/or improve the performance <strong>of</strong> downstream facilities. These measures include:<br />
• Structural controls that achieve less than the overall TSS target removal rate, but provide<br />
pretreatment for sources such as hotspots.<br />
• Pretreatment facilities such as sediment forebays.<br />
Standard Treatment and/or Quantity Control: The last step is standard water quality treatment<br />
and/or quantity (channel protection and flood) control. This is achieved through the use <strong>of</strong><br />
structural controls to achieve overall water quality and quantity goals.<br />
3.1.6.2 Use <strong>of</strong> Multiple Structural Controls in Series<br />
Many combinations <strong>of</strong> structural controls may be used for a site. The following are<br />
descriptions <strong>of</strong> some examples <strong>of</strong> how controls and other practices may be combined to<br />
achieve the goals <strong>of</strong> the integrated design approach.<br />
• Stormwater ponds are <strong>of</strong>ten used to achieve overall target TSS removal as well as<br />
channel protection and flood control, thus meeting all <strong>of</strong> the requirements <strong>of</strong> the integrated<br />
site design approach in a single facility.<br />
Page 3 - 20<br />
<strong>Volume</strong> 2, Technical Guidance