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 3.3.1 - Proprietary Treatment Systems This page intentionally left blank. Page 3 - 150 Volume 2, Technical Guidance

Section 3.3.2 - Gravity (Oil-Water) Separator 3.3.2 Gravity (Oil-Water) Separator Secondary Water Quality Facility Description: Hydrodynamic separation device designed to remove settleable solids, oil and grease, debris, and floatables from stormwater runoff through gravitational settling and trapping of pollutants. KEY CONSIDERATIONS DESIGN CRITERIA: • Intended for hotspot, space-limited, or pretreatment applications • Intended for the removal of settleable solids (grit and sediment) and floatable matter, including oil and grease • Performance dependent on design and frequency of inspection and cleanout of unit STORMWATER MANAGEMENT SUITABILITY Water Quality Protection Channel Protection On-Site Flood Control Downstream Flood Control DISADVANTAGES / LIMITATIONS: • Usually cannot alone achieve the 80% TSS removal target • Limited performance data • Dissolved pollutants are not effectively removed MAINTENANCE REQUIREMENTS: • Frequent maintenance required IMPLEMENTATION CONSIDERATIONS L Land Requirements H Relative Capital Costs H Maintenance Burden Varies Varies No Data No Data POLLUTANT REMOVAL Total Suspended Solids Nutrients – Total Phosphorus & Total Nitrogen Metals – Cadmium, Copper, Lead & Zinc Pathogens – Coliform, Streptococci & E. Coli Residential Subdivision Use: No High Density/Ultra-Urban: Yes Drainage Area: 1 acres max. Soils: No restrictions Other Considerations: • Hotspot areas • Pretreatment L=Low M=Moderate H=High Volume 2, Technical Guidance Page 3 - 151

Section 3.3.2 - Gravity (Oil-Water) Separator<br />

3.3.2 Gravity (Oil-Water) Separator Secondary Water Quality Facility<br />

Description: Hydrodynamic separation device<br />

designed to remove settleable solids, oil and grease,<br />

debris, and floatables from stormwater run<strong>of</strong>f through<br />

gravitational settling and trapping <strong>of</strong> pollutants.<br />

KEY CONSIDERATIONS<br />

DESIGN CRITERIA:<br />

• Intended for hotspot, space-limited, or pretreatment<br />

applications<br />

• Intended for the removal <strong>of</strong> settleable solids (grit and<br />

sediment) and floatable matter, including oil and grease<br />

• Performance dependent on design and frequency <strong>of</strong><br />

inspection and cleanout <strong>of</strong> unit<br />

STORMWATER MANAGEMENT<br />

SUITABILITY<br />

Water Quality Protection<br />

Channel Protection<br />

On-Site Flood Control<br />

Downstream Flood Control<br />

DISADVANTAGES / LIMITATIONS:<br />

• Usually cannot alone achieve the 80% TSS removal<br />

target<br />

• Limited performance data<br />

• Dissolved pollutants are not effectively removed<br />

MAINTENANCE REQUIREMENTS:<br />

• Frequent maintenance required<br />

IMPLEMENTATION CONSIDERATIONS<br />

L Land Requirements<br />

H Relative Capital Costs<br />

H Maintenance Burden<br />

Varies<br />

Varies<br />

No Data<br />

No Data<br />

POLLUTANT REMOVAL<br />

Total Suspended Solids<br />

Nutrients – Total Phosphorus & Total Nitrogen<br />

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

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

Residential Subdivision Use: No<br />

High Density/Ultra-Urban: Yes<br />

Drainage Area: 1 acres max.<br />

Soils: No restrictions<br />

Other Considerations:<br />

• Hotspot areas<br />

• Pretreatment<br />

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

<strong>Volume</strong> 2, Technical Guidance Page 3 - 151

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