The authoritative technical resource for the East Bank facility’s operations, infrastructure, and engineering specifications. FACILITY BASIC INFORMATION Plant Name: East Bank Wastewater Treatment Plant Location: 6000 Russell Street, River Ridge, Jefferson Parish, Louisiana 70123 Operating Authority: Jefferson Parish Department of Sewerage Design Capacity: 36.0 MGD (Average Daily Flow) / 80.0+ MGD (Peak Hydraulic) Current Average […]
FACILITY BASIC INFORMATION Plant Name: East Jefferson Wastewater Treatment Plant (EJEFF) Location: Metairie, Jefferson Parish, Louisiana Operating Authority: Jefferson Parish Department of Sewerage Design Capacity: 62.4 MGD (Average Daily Flow) Peak Hydraulic Capacity: >100 MGD Population Served: ~250,000 residents Service Area: East Bank of Jefferson Parish (Metairie, River Ridge, Harahan, Kenner) Receiving Water Body: Mississippi […]
Introduction One of the most persistent challenges in water and wastewater design is the “specification inertia” that dictates instrumentation choices. Engineers often replicate previous specifications without re-evaluating whether the technology has evolved or if the application demands have shifted. A staggering number of process upsets—estimates suggest up to 40% of minor deviations—can be traced back […]
Location: 8800 S Claiborne Ave, New Orleans, LA 70118Operating Authority: Sewerage and Water Board of New Orleans (SWBNO) FACILITY BASIC INFORMATION Plant Name: Carrollton Water Purification Plant Location: New Orleans, Orleans Parish, Louisiana Operating Authority: Sewerage and Water Board of New Orleans (SWBNO) Design Capacity: 232 MGD (Million Gallons per Day) Current Average Flow: ~135 […]
Introduction In the municipal and industrial water sectors, the accuracy of flow measurement directly correlates to the operational efficiency of pumping systems. A common challenge facing design engineers is the disconnect between the mechanical performance of pumps and the instrumentation used to monitor them. When specifying flow measurement technologies to monitor pumping assets, the choice […]
Wastewater Aeration Systems: Improving Treatment Efficiency Article Overview Article Type: How-To Guide Primary Goal: Give municipal decision makers, plant designers, and operators a practical, technically rigorous roadmap for selecting, designing, operating, retrofitting, and maintaining aeration system wastewater installations to maximize treatment performance and minimize energy and lifecycle costs. Who is the reader: Municipal utility managers, […]
FACILITY BASIC INFORMATION Plant Name: NEW Water De Pere Facility (formerly GBMSD De Pere WWTP) Location: De Pere, Brown County, Wisconsin Operating Authority: Green Bay Metropolitan Sewerage District (brand name: NEW Water) Design Capacity: 24.0 MGD (Peak Hourly: ~38 MGD) Current Average Flow: ~8.0 – 10.0 MGD Population Served: Portion of ~238,000 regional total (serves […]
Introduction One of the most persistent challenges in municipal and industrial water treatment design is the accurate measurement of fluid velocity and volumetric flow under varying hydraulic conditions. Engineers often default to legacy specifications without re-evaluating the underlying technology, leading to significant lifecycle cost discrepancies. A surprising industry statistic suggests that up to 30% of […]
FACILITY BASIC INFORMATION Plant Name: Nine Springs Wastewater Treatment Plant Location: 1610 Moorland Road, Madison, Dane County, Wisconsin Operating Authority: Madison Metropolitan Sewerage District (MMSD) Design Capacity: 50 MGD (Average Daily Flow) / 106 MGD (Peak) Current Average Flow: ~41 MGD Population Served: ~429,000 residents Service Area: 187 square miles (Madison, Middleton, Fitchburg, Verona, and […]
Location: Oak Creek, Wisconsin | Operator: Veolia Water Milwaukee (for MMSD) FACILITY BASIC INFORMATION Plant Name: South Shore Water Reclamation Facility Location: 8500 South 5th Avenue, Oak Creek, WI 53154 Operating Authority: Milwaukee Metropolitan Sewerage District (MMSD) / Contract Operator: Veolia Water Milwaukee Design Capacity (Average): 85-100 MGD Peak Hydraulic Capacity: 300 MGD Population Served: […]