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 3.3.1 - 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
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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 />
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