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 3.3.5 - Organic Filter All stormwater management facilities must be maintained in accordance with the O&M Plan. 3.3.5.5 Example Schematic CLEANOUT PIPE RISER WITH CAP VEGATATION AND TOPSOIL OPTIONAL Figure 3-52 Schematic of Organic Filter (adapted from Claytor & Schueler, 1996) Page 3 - 178 Volume 2, Technical Guidance
Section 3.4 - Other Stormwater Management Facilities 3.4 Other Stormwater Management Facilities This section contains design guidelines for the following stormwater management facilities: • Conventional Dry Detention • Underground Dry Detention • Porous Pavement • Modular Porous Paver Systems • Green Roof Volume 2, Technical Guidance Page 3 - 179
- Page 133 and 134: Section 3.2.10 - Stormwater Wetland
- Page 135 and 136: Section 3.2.10 - Stormwater Wetland
- Page 137 and 138: Section 3.2.10 - Stormwater Wetland
- Page 139 and 140: Section 3.2.10 - Stormwater Wetland
- Page 141 and 142: Section 3.2.10 - Stormwater Wetland
- Page 143 and 144: Section 3.2.10 - Stormwater Wetland
- Page 145 and 146: Section 3.2.10 - Stormwater Wetland
- Page 147 and 148: Section 3.2.10 - Stormwater Wetland
- Page 149 and 150: Section 3.2.10 - Stormwater Wetland
- Page 151 and 152: Section 3.3 - Secondary TSS Treatme
- Page 153 and 154: Section 3.3.1 - Proprietary Treatme
- Page 155 and 156: Section 3.3.1 - Proprietary Treatme
- Page 157 and 158: Section 3.3.2 - Gravity (Oil-Water)
- Page 159 and 160: Section 3.3.2 - Gravity (Oil-Water)
- Page 161 and 162: Section 3.3.2 - Gravity (Oil-Water)
- Page 163 and 164: Section 3.3.3 - Alum Treatment 3.3.
- Page 165 and 166: Section 3.3.3 - Alum Treatment •
- Page 167 and 168: Section 3.3.4 - Underground Sand Fi
- Page 169 and 170: Section 3.3.4 - Underground Sand Fi
- Page 171 and 172: Section 3.3.4 - Underground Sand Fi
- Page 173 and 174: Section 3.3.4 - Underground Sand Fi
- Page 175 and 176: Section 3.3.4 - Underground Sand Fi
- Page 177 and 178: Section 3.3.4 - Underground Sand Fi
- Page 179 and 180: Section 3.3.4 - Underground Sand Fi
- Page 181 and 182: Section 3.3.5 - Organic Filter 3.3.
- Page 183: Section 3.3.5 - Organic Filter •
- Page 187 and 188: Section 3.4.1 - Conventional Dry De
- Page 189 and 190: Section 3.4.1 - Conventional Dry De
- Page 191 and 192: Section 3.4.1 - Conventional Dry De
- Page 193 and 194: Section 3.4.2 - Underground Dry Det
- Page 195 and 196: Section 3.4.2 - Underground Dry Det
- Page 197 and 198: Section 3.4.2 - Underground Dry Det
- Page 199 and 200: Section 3.4.3 - Porous Pavement 3.4
- Page 201 and 202: Section 3.4.3 - Porous Pavement The
- Page 203 and 204: Section 3.4.3 - Porous Pavement com
- Page 205 and 206: Section 3.4.3 - Porous Pavement Fig
- Page 207 and 208: Section 3.4.4 - Modular Porous Pave
- Page 209 and 210: Section 3.4.4 - Modular Porous Pave
- Page 211 and 212: Section 3.4.4 - Modular Porous Pave
- Page 213 and 214: Section 3.4.5 - Green Roof 3.4.5 Gr
- Page 215 and 216: Section 3.4.5 - Green Roof Signific
- Page 217 and 218: Section 3.4.5 - Green Roof 3.4.5.3
Section 3.3.5 - Organic Filter<br />
All stormwater management facilities must be maintained in accordance with the O&M Plan.<br />
3.3.5.5 Example Schematic<br />
CLEANOUT PIPE<br />
RISER WITH CAP<br />
VEGATATION<br />
AND TOPSOIL<br />
OPTIONAL<br />
Figure 3-52 Schematic <strong>of</strong> Organic Filter<br />
(adapted from Claytor & Schueler, 1996)<br />
Page 3 - 178<br />
<strong>Volume</strong> 2, Technical Guidance
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