Sewer and Wastewater Issues

This page was last updated on August 17, 2026, and will be updated periodically. If new issues arise, they will be added to the list and to future updates.

Please scroll down or click the links below for more information on the following:

Sources of Fecal Bacteria in Stormwater and Other Waterbodies

Sewerage and Water Board of New Orleans (SWBNO) tests for fecal bacteria in our stormwater and canals as part of our MS4 water permit. The two types of bacteria we test for are fecal coliform bacteria and species of Enterococcus bacteria.

  • Fecal coliform bacteria are a subgroup of bacteria only found in the intestines of warm-blooded animals. Not all fecal coliforms are harmful, but they can be an indicator for other harmful pathogens. E. coli is one specific type of fecal coliform, but there are many others.
  • Enterococcus, or Enterococci, is a genus of bacteria found in the intestines of warm-blooded animals, as well as on plants, sand, soil, and sediments. Most Enterococcus species are not harmful to humans, but their presence in high amounts in recreational water is closely related to the occurrence of waterborne illnesses.
Coliform Bacteria
Nested circle diagram showing total coliform containing fecal coliform, which contains E. coli, which contains pathogenic E. coli.

Any open water will have at least some of these bacteria, as there are many different sources of them. Some of these sources can include:

  • Residential cross connections (i.e. when a residential sewer line is accidentally connected to a storm drain instead of the sewer line)
  • Water runoff that contains
    • Yard waste
    • Pet waste, especially dog feces
    • Waste from wild animals, such as birds, fish, racoons, opossums, etc.
  • Illegal discharges into the stormwater system
  • Inflow and infiltration
  • Sanitary sewer overflows
Sources of Enterococcus in Water Bodies
Illustration of a water body showing sources of Enterococcus bacteria, including septic systems, agricultural soils, stormwater runoff, animal agriculture, wildlife, birds, bathers, sediments, and a wastewater treatment plant.

Inflow, Infiltration, and Overflows: Definition and Causes

Two cutaway pipe illustrations. Inflow shows water pouring in through a direct connection; infiltration shows water seeping in through a defect in the pipe.
  • Inflow happens when there are direct connections between the sewer and drainage systems.
  • Infiltration occurs when defects in the pipes or manholes allow water to enter or exit the pipe.
  • Overflows occur when sewer cannot flow through the pipe and comes out of a manhole onto a street.
Cross-section diagram of a home and street showing inflow and infiltration sources, including roof drain connections, connected foundation drains, uncapped cleanouts, root intrusion, storm cross-connections, broken wastewater laterals, faulty manhole covers, deteriorated manholes, and cracked or broken pipes.

Please call 52-WATER if you observe, or even just suspect, inflow, infiltration, a sewer overflow, or illegal discharges into the stormwater system.

Public Health, Safety, and Environmental Concerns from Elevated Levels of Fecal Bacteria

If there is a sewer discharge nearby, you might notice a smell like sewage or rotten eggs. The rotten egg odor comes from hydrogen sulfide, which is a byproduct of bacteria breaking down organic matter. While high levels can be dangerous, outdoor areas rarely reach these levels. Most people can smell hydrogen sulfide at low levels, which are not harmful. You might also smell these odors near temporary bypass pumps. Bypass pumps are used when a main pump at a sewer lift station is out of service.

Fecal bacteria in water almost never become airborne. The main risk is direct contact with contaminated water. Even workers at wastewater treatment plants don’t need respiratory protection when working outdoors. Since high levels of fecal bacteria can lead to waterborne illnesses, the U.S. Environmental Protection Agency (EPA) and the Louisiana Department of Environmental Quality (DEQ) have set limits for recreational waters to lower the risk of exposure.

Bacterial Limits for Recreational Waters
Type of Contact Fecal Coliform (DEQ*) Fecal Coliform (EPA**) Enterococci (DEQ*) Enterococci (EPA**)
Primary Contact (i.e. swimming, water skiing) 400 cfu/100mL Not specified 130 colonies/100mL (cfu or MPN) 70 MPN/100mL
Secondary Contact (i.e. boating or fishing) 2,000 cfu/100mL Defers to state limits, but recommends no more the 5x the primary contact limit. N/A – only used for primary contact water *recommended limits depend on activity

*Source is Louisiana Administrative Code (LAC) Title 33, Part IX. Water Quality – Chapter 11. Surface Water Quality Standards
** Source is EPA's Recreational Water Quality Criteria

If a waterbody has sewage or fecal bacteria contamination, the EPA, Louisiana DEQ, Louisiana Department of Health (DH), and SWBNO recommend these precautions:

  • Don’t contact the water directly if bacteria levels go above safe limits for primary contact recreation. Keep pets and animals away from contaminated water.
  • Avoid using contaminated water for recreation, such as boating or fishing, if bacteria levels are above limits for secondary contact recreation.

Dwyer Canal Updates

The information in this section is current through August 17, 2026, and was uploaded on August 31, 2026.

Summary of the Situation:

In December 2025, residents near the Dwyer Canal reported discharges of sewer into the Dwyer Canal near Wilson Ave, along with persistent odors of sewage in the general area from Wilson Ave to Wright Blvd.

By January 2026, SWBNO started an investigation, which is still ongoing. So far, the investigation has found that sewage is entering the stormwater system in several places. This is happening due to sewer line defects, which are now being repaired. Another major issue is that the Cerise Pump Station went out of service in December, which caused increased levels of sewer in the underground pipes while a temporary pump was in place. This likely increased the amount of sewer infiltrating into the stormwater system, but has since been fixed.

Investigation and Work Status:

Since starting our investigation, we have found sewer infiltration into stormwater lines on these streets:

  • Bonita Dr.
  • Galahad Dr.
  • Arthur Dr.
  • Charlene Dr.
  • Citrus Dr.
  • Lurline St.

The table below lists the main issues identified on these streets along the Dwyer Canal. It also shows the status of the resolution for each issue and describes fixed problems at the Cerise and Castle Manor sewer pump stations.

Dwyer Canal: Sources of Sewer Issues and Actions Taken
Issue Resolution and Status
Defects in underground sewer lines leading to infiltration into stormwater lines
  • Smoke testing/dye testing has been completed for Galahad, Lurline, Bonita, Arthur, Citrus, and Charlene.
  • Repairs: dye tests identified the need for 7 repairs on Galahad, 3 on Lurline, 2 on Bonita, and 1 each on Arthur, Citrus, and Charlene. As of July 6, all 15 repairs have been completed.
  • We are currently assessing the areas around the St. Charles Canal, Lawrence Canal, Read, and Wright.
  • Recovered sewer discharge from multiple locations in the canal (Citrus, Bonita, Lurline, Cerise).
Blockages in sewer lines
  • Inspected sewer lines and identified blockages on Bonita, Lurline, and Citrus.
  • Flushed and cleaned all blocked segments.
Illicit/Illegal Discharges Example – concrete debris identified on Grant St, likely impacting box canal near Cerise PS.
Cerise Pump Station Bypass (mid-December 2025 – early March 2026)
  • Needed to bypass the wet well because valves needed to be replaced in the station. New pumps were also installed.
  • The bypass pump likely caused sewer lines in the area to be higher than normal and may have contributed to sewage infiltration into storm drains.
Castle Manor Pump Station Overflow (December 2025) Temporary pump failure – corrected same day; flushed area and sewer discharge recovered from canal.

The following map illustrates the work completed and on-going in this area:

Map of the Dwyer Canal area showing sampling locations, identified water and sewer leaks, streets at various testing stages, sewer lift stations, and photographs of field work. A key below the map explains each symbol and color.

Water Quality Test Results:

As of February 23, 2026, SWBNO began weekly water quality tests at several sites along the Dwyer Rd Canal. This testing helps to show the current conditions of the sewer lines. After repairs are complete, we will use these tests to confirm that all sewer line defects have been fixed. The sampling sites from west to east along the Dwyer Canal are:

  • Intersection with the St. Charles Canal
  • Wilson Ave.
  • Intersection with the Lawrence Canal
  • Crowder Blvd.
  • Intersection with the Benson Canal
  • Bundy Rd.
  • Citrus Dr./intersection with the Citrus Canal
  • Read Blvd.
  • Good Dr. (added 6/15/2026)
  • Wright Rd.

The charts and graphs below show the fecal coliform and Enterococci bacteria levels at each site, and their changes over time since we began weekly testing.

All results are reported in MPN/100mL. MPN stands for "most probable number," indicating the likely number of live bacteria in the sample. The dashed lines on each graph show the maximum bacteria levels that the lab can detect. Both tests can identify a minimum of 100 MPN/100mL, and a maximum of 241,960 MPN/100mL.

Sample Results by Sampling Location:

Bar chart titled Fecal Coliform - Last 45 Days, showing fecal coliform levels at each Dwyer Canal sampling location across seven sampling dates from June 30 through August 11, 2026, with a dashed line marking the maximum testing value of 241,960.
Bar chart titled Enterococci - Last 45 Days, showing Enterococci levels at each Dwyer Canal sampling location across seven sampling dates from June 30 through August 11, 2026, with a dashed line marking the maximum testing value.

During a recent meeting with the community, several community members expressed concern that the high levels of bacteria seen in parts of Dwyer Canal could be impacting water quality in Joe Brown Park. To address this concern, we began water quality testing at two new sites on July 21, 2026: in the center of the pond in Joe Brown Park, and the canal that runs between the park and the Audubon Nature Center. For all 3 test dates we have done testing, both sites were well under the safe limits of fecal coliform bacteria for both primary recreation activities, such as swimming, as well as for secondary recreation activities, like fishing and boating. Enterococci had one date out of three at each site where the results were over the recommended limit for primary recreation, but were still considered safe for secondary recreation activities. You can see a map of these testing locations and the test results from each site below:

Map of Joe Brown Park and the surrounding area marking the two water quality sampling locations: Joe Brown Park Site 1 at the pond in the center of the park, and Joe Brown Park Site 2 on the canal between the park and the Audubon Nature Center.
Line chart titled Joe Brown Park: Site 1 Test Results, showing fecal coliform and Enterococci levels in CFU per 100 mL across three test dates from July 21 through August 4, 2026. Dashed lines mark the primary contact recreation limits for fecal coliform (400 CFU/100mL) and Enterococci (130 CFU/100mL) and the secondary contact recreation limit for fecal coliform (2,000 CFU/100mL). All results stay below the secondary contact limit.
Line chart titled Joe Brown Park: Site 2 Test Results, showing fecal coliform and Enterococci levels in CFU per 100 mL across three test dates from July 21 through August 4, 2026. Dashed lines mark the primary contact recreation limits for fecal coliform (400 CFU/100mL) and Enterococci (130 CFU/100mL) and the secondary contact recreation limit for fecal coliform (2,000 CFU/100mL). All results stay below the secondary contact limit.

Community Meetings:

SWBNO has held several meetings with the community since this issue was brought to our attention in December 2025. These meetings aim to gather community concerns and suggestions. They also allow SWBNO leadership to update the public on our steps, progress, and timelines for fixing the Dwyer Canal issues. We take this seriously and will keep holding meetings as we work toward a solution.

Industrial Canal Sewer Break Updates

On April 17, 2026, a passing vessel damaged a 54” sewer force main in the Industrial Canal. Contractors arrived on April 18 to assess the damage. However, they struggled to see clearly because sewage was discharging into the water. SWBNO had to order two 54” line stops for the sewer main (one for each side of the break) to fully stop the sewer from flowing into the canal. Discharge into the canal stopped on April 27.

By then, about 50 million gallons of sewage had entered the Industrial Canal. The Industrial Canal Lock helped limit canal water flow into the Mississippi River to reduce contamination of the river.

SWBNO worked with the Department of Health and DEQ to conduct regular water quality tests during and after the discharge. The Pontchartrain Conservancy also does weekly testing at the Seabrook Harbor, where water enters the lake from the Inner Harbor Navigation Canal – you can review their test results here. As you can see from their results, water quality in Lake Pontchartrain was mostly unaffected. As of May 14, 2026 all recreational advisories have been lifted.

There is no impact to regular sewer collection for residents. SWBNO is now working with contractors to clear debris around the pipe break and create a repair plan for the damaged section.

Map of the Industrial Canal area marking Seabrook Harbor, the Inner Harbor Navigation Canal, the location of the sewer main break, the Wastewater Treatment Plant, and the Industrial Canal Lock.

New Orleans East Pilot Project to Reduce Sanitary Sewer Overflows (SSOs)

In 2025, SWBNO’s Environmental Affairs Department applied for and was awarded a $400,000 grant. The goal of this grant is to pilot technology in New Orleans East to reduce the number of SSO events and reduce odors at sewer lift stations.

On April 17, 2026, SWBNO posted a Request for Information (RFI) for this project. The RFI aimed to gather information on various SSO prevention and odor reduction technologies. By May 15, the RFI closed with 15 diverse responses. The project committee is currently reviewing these submissions.

After the project committee reviews the proposals, they will choose one or more technologies that best meets the project goals. SWBNO will then put the project out for bid. Our goal is to have the chosen SSO prevention technologies installed by the end of 2026. We will update this page as new information becomes available.