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 3.2.9 - Bioretention Areas Figure 3-38 Schematic of a Typical Inlet Deflector (Source: Claytor and Schueler, 1996). Page 3 - 126 Volume 2, Technical Guidance
Section 3.2.10 - Stormwater Wetland 3.2.10 Stormwater Wetland Primary Water Quality Facility Description: Constructed wetland used for stormwater management. Runoff is both stored and treated in the wetland facility. KEY CONSIDERATIONS DESIGN CRITERIA: • Minimum contributing drainage area of 25 acres • Minimum dry weather flow path of 2:1 (length: width) should be provided from inflow to outflow • Minimum of 35% of total surface area should have a depth of 6 inches or less; 10% to 20% of surface area should be deep pool (1.5 to 6 foot depth) ADVANTAGES / BENEFITS: • Good nutrient removal • Provides natural wildlife habitat • Relatively low maintenance costs DISADVANTAGES / LIMITATIONS: • Requires large land area • Needs continuous baseflow for viable wetland • Sediment regulation is critical to sustain wetlands • Large commitment to establish vegetation in the first 3 years MAINTENANCE REQUIREMENTS: • Replace wetland vegetation to maintain at least 50% surface area coverage • Remove invasive vegetation • Monitor sediment accumulation and remove periodically H M POLLUTANT REMOVAL Total Suspended Solids Nutrients – Total Phosphorus & Total Nitrogen STORMWATER MANAGEMENT SUITABILITY Water Quality Protection Channel Protection On-Site Flood Control Downstream Flood Control IMPLEMENTATION CONSIDERATIONS H M Land Requirements Capital Costs Maintenance Burden M M M Shallow Wetland ED Shallow Wetland Pond/Wetland Residential Subdivision Use: Yes High Density/Ultra-Urban: No Drainage Area: 25 acres min Soils: Hydrologic group ‘A’ and ‘B’ soils may require liner M H Metals – Cadmium, Copper, Lead & Zinc Pathogens – Coliform, Streptococci & E. Coli L=Low M=Moderate H=High Volume 2, Technical Guidance Page 3 - 127
- Page 81 and 82: Section 3.2.5 - Enhanced Swale High
- Page 83 and 84: Section 3.2.5 - Enhanced Swale Side
- Page 85 and 86: Section 3.2.5 - Enhanced Swale 3.2.
- Page 87 and 88: Section 3.2.6 - Infiltration Trench
- Page 89 and 90: Section 3.2.6 - Infiltration Trench
- Page 91 and 92: Section 3.2.6 - Infiltration Trench
- Page 93 and 94: Section 3.2.6 - Infiltration Trench
- Page 95 and 96: Section 3.2.6 - Infiltration Trench
- Page 97 and 98: Section 3.2.6 - Infiltration Trench
- Page 99 and 100: Section 3.2.7 - Soakage Trench 3.2.
- Page 101 and 102: Section 3.2.7 - Soakage Trench •
- Page 103 and 104: Section 3.2.8 - Surface Sand Filter
- Page 105 and 106: Section 3.2.8 - Surface Sand Filter
- Page 107 and 108: Section 3.2.8 - Surface Sand Filter
- Page 109 and 110: Section 3.2.8 - Surface Sand Filter
- Page 111 and 112: Section 3.2.8 - Surface Sand Filter
- Page 113 and 114: Section 3.2.8 - Surface Sand Filter
- Page 115 and 116: Section 3.2.8 - Surface Sand Filter
- Page 117 and 118: Section 3.2.9 - Bioretention Areas
- Page 119 and 120: Section 3.2.9 - Bioretention Areas
- Page 121 and 122: Section 3.2.9 - Bioretention Areas
- Page 123 and 124: Section 3.2.9 - Bioretention Areas
- Page 125 and 126: Section 3.2.9 - Bioretention Areas
- Page 127 and 128: Section 3.2.9 - Bioretention Areas
- Page 129 and 130: Section 3.2.9 - Bioretention Areas
- Page 131: Section 3.2.9 - Bioretention Areas
- 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.
Section 3.2.9 - Bioretention Areas<br />
Figure 3-38 Schematic <strong>of</strong> a Typical Inlet Deflector<br />
(Source: Claytor and Schueler, 1996).<br />
Page 3 - 126<br />
<strong>Volume</strong> 2, Technical Guidance
Change language