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Volume 2-05, Chapter 3 - City of Wichita

Volume 2-05, Chapter 3 - City of Wichita

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Section 3.2.1 - Stormwater Pond<br />

3.2.1 Stormwater Pond Primary Water Quality Facility<br />

Description: Constructed stormwater retention basin<br />

that has a permanent water quality pool (or micropool).<br />

Run<strong>of</strong>f from each water quality rain event displaces all<br />

or part <strong>of</strong> the permanent pool, and is treated in the pool<br />

primarily through settling and biological uptake<br />

mechanisms.<br />

KEY CONSIDERATIONS<br />

DESIGN CRITERIA:<br />

• Minimum contributing drainage area <strong>of</strong> 25 acres; 10 acres for<br />

extended detention micropool pond<br />

• A sediment forebay or equivalent upstream pretreatment<br />

must be provided<br />

• Minimum length to width ratio for the pond is 1.5:1<br />

• Pond slopes shall adhere to those found in Figure 3-12<br />

ADVANTAGES / BENEFITS:<br />

• Moderate to high removal rate <strong>of</strong> urban pollutants<br />

• High community acceptance<br />

• Opportunity for wildlife habitat<br />

DISADVANTAGES / LIMITATIONS:<br />

• Potential for thermal impacts/downstream warming<br />

• Dam height restrictions for high relief areas<br />

• Pond drainage can be problematic for low relief terrain<br />

MAINTENANCE REQUIREMENTS:<br />

• Remove debris from inlet and outlet structures<br />

• Maintain side slopes / remove invasive vegetation<br />

• Monitor sediment accumulation and remove periodically<br />

• Dam inspection and maintenance<br />

H<br />

M<br />

M<br />

POLLUTANT REMOVAL<br />

Total Suspended Solids<br />

Nutrients – Total Phosphorus & Total Nitrogen<br />

Metals – Cadmium, Copper, Lead & Zinc<br />

STORMWATER MANAGEMENT<br />

SUITABILITY<br />

Water Quality Protection<br />

Channel Protection<br />

On-Site Flood Control<br />

Downstream Flood Control<br />

M<br />

L<br />

L<br />

IMPLEMENTATION<br />

CONSIDERATIONS<br />

Land Requirements<br />

Capital Costs<br />

Maintenance Burden<br />

Residential Subdivision Use: Yes<br />

High Density/Ultra-Urban: No<br />

Drainage Area: 10-25 acres min<br />

Soils: Hydrologic group ‘A’ and ‘B’<br />

soils may require pond liners<br />

Other Considerations:<br />

• Outlet Clogging<br />

• Safety Bench<br />

• Landscaping<br />

L=Low M=Moderate H=High<br />

H<br />

Pathogens – Coliform, Streptococci & E. Coli<br />

<strong>Volume</strong> 2, Technical Guidance Page 3 - 25

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