Calendar Year 2024 Data. This page summarizes Newport Water Pollution Control Facility performance for January through December 2024. Calendar Year 2025 data will be posted in 2026 following final laboratory data reconciliation and annual report preparation.

Newport’s wastewater treatment plant treated more than 3.4 billion gallons in 2024 and operated within RIPDES permit terms. The plant achieved approximately 91 percent removal of organic pollution (BOD) and 90 percent removal of suspended solids (TSS). Three isolated daily exceedance events occurred during the year, all promptly addressed through equipment repairs or process corrections and reported to RIDEM in accordance with the permit. The April CSO event resulted in a TSS removal of 46.7 percent, below the 50 percent permit minimum for that event; this was reported to RIDEM as required.

Plant operations and laboratory monitoring are performed by Veolia Water Services Newport LLC under a 20 year contract with the Department of Utilities, in effect since July 2016. Compliance reporting is filed with RIDEM under the City’s RIPDES discharge permit.

Regulatory Framework

The Water Pollution Control Facility operates under the Federal Clean Water Act and the Rhode Island Pollutant Discharge Elimination System (RIPDES) discharge permit administered by RIDEM. The City operates under a long standing federal Consent Decree with EPA and RIDEM that addresses combined sewer overflow control. All effluent monitoring, exceedance reporting, and corrective actions are conducted in accordance with RIPDES permit conditions and reported to RIDEM through monthly Discharge Monitoring Reports.

What We Measure

  • Organic pollution (BOD) shows how much oxygen is used as microbes break down organic matter.
  • Suspended solids (TSS) are particles that make water cloudy.
  • pH indicates whether the water is acidic or basic; 2024 effluent stayed close to neutral (6.9 to 7.1 SU).
  • Bacteria levels are sampled per the RIPDES permit schedule to verify the disinfection process meets permit limits; all 2024 results met requirements.

2024 Performance Summary

2024 Performance Summary
Category Result
Organic pollution (BOD) removal 91.5 percent
Suspended solids (TSS) removal 90.4 percent
pH 6.9 to 7.1 SU
Fecal coliform Less than 25 MPN per 100 mL (12 month compliant)
Total flow treated Approximately 3.4 billion gallons
Effluent quality BOD and TSS less than 20 mg/L for 10 of 12 months
Wet weather flow management Peak 15.4 MGD handled within permit terms
Disinfection All bacteria metrics within permit limits
Process variance Three isolated daily exceedance events; all reported to RIDEM and corrected
CSO operations All events disinfected and reported per permit
Organic pollution (BOD) removal

Result: 91.5 percent

Suspended solids (TSS) removal

Result: 90.4 percent

pH

Result: 6.9 to 7.1 SU

Fecal coliform

Result: Less than 25 MPN per 100 mL (12 month compliant)

Total flow treated

Result: Approximately 3.4 billion gallons

Effluent quality

Result: BOD and TSS less than 20 mg/L for 10 of 12 months

Wet weather flow management

Result: Peak 15.4 MGD handled within permit terms

Disinfection

Result: All bacteria metrics within permit limits

Process variance

Result: Three isolated daily exceedance events; all reported to RIDEM and corrected

CSO operations

Result: All events disinfected and reported per permit

Heavy spring rains diluted incoming wastewater. The plant continued to operate within permit terms throughout the period.

  • March and April: over 7 inches of rain per month caused short term efficiency dips during high flow periods.
  • July: a clarifier seal failed during a 2.2 inch storm, contributing to daily BOD/TSS exceedances; equipment repaired and reported to RIDEM.
  • August: stalked ciliates affected sample analysis on August 5 and 11, contributing to BOD daily exceedances; protocol corrected and reported to RIDEM.
  • Fall and Winter: performance returned to typical operating range with consistent disinfection efficiency.

Combined Sewer Overflow Activity (2024)

In 2024, only the Washington Street CSO Treatment Facility recorded discharge events. The Wellington Avenue CSO Treatment Facility had no discharge events during the year. All discharges were treated and disinfected before release in compliance with the City’s RIPDES permit.

Date Washington St. CSO (MG) Wellington Ave. CSO (MG) Remarks
Jan 103.8202.22 inch rain; exceeded 1-yr/6-hr storm depth (permit exempt)
Feb00No activation
Mar 10 and 299.160Two events (1.08 inch and 1.75 inch rain); met limits
Apr 44.360Met bacteria and BOD limits; TSS removal 46.7 percent vs 50 percent permit minimum (reported to RIDEM)
May to Nov00No discharge
Dec 121.040Peak 15.38 MGD; TRC less than 0.1 mg/L; within limits
Jan 10

Washington St. CSO: 3.82 MG

Wellington Ave. CSO: 0 MG

Remarks: 2.22 inch rain; exceeded 1-yr/6-hr storm depth (permit exempt)

Feb

Washington St. CSO: 0 MG

Wellington Ave. CSO: 0 MG

Remarks: No activation

Mar 10 and 29

Washington St. CSO: 9.16 MG

Wellington Ave. CSO: 0 MG

Remarks: Two events (1.08 inch and 1.75 inch rain); met limits

Apr 4

Washington St. CSO: 4.36 MG

Wellington Ave. CSO: 0 MG

Remarks: Met bacteria and BOD limits; TSS removal 46.7 percent vs 50 percent permit minimum (reported to RIDEM)

May to Nov

Washington St. CSO: 0 MG

Wellington Ave. CSO: 0 MG

Remarks: No discharge

Dec 12

Washington St. CSO: 1.04 MG

Wellington Ave. CSO: 0 MG

Remarks: Peak 15.38 MGD; TRC less than 0.1 mg/L; within limits

Biosolids and Flow Capacity

  • 6,900 wet tons of solids processed in 2024 (average 22 percent solids), managed under contract with Synagro.
  • Wet weather capacity: the plant handled a 15.4 MGD peak flow during the December 12 storm within permit terms, demonstrating hydraulic capacity under storm conditions.

Effluent Quality Performance Charts

Chart showing 2024 monthly effluent BOD5 and TSS concentrations from the WPCF
  • BOD5 (mg/L): Five day Biochemical Oxygen Demand. Measures the amount of dissolved oxygen consumed by microorganisms in a water sample over five days at 20 degrees Celsius to break down organic matter. Indicator of biodegradable organic pollution in the water.
  • TSS (mg/L): Total Suspended Solids. Measures the dry weight of solid particles (silt, clay, organic matter, algae) suspended in water that can be removed by a filter. High TSS can make water cloudy and harm aquatic life.
Chart showing 2024 BOD and TSS removal efficiency at the WPCF
  • Less than 75 percent indicates underperformance or a process issue. 80 to 85 percent is the minimum acceptable for compliance. 85 to 95 percent reflects typical healthy plant performance. Greater than 95 percent indicates highly efficient treatment or tertiary polishing.
  • BOD/TSS Removal Efficiency (percent): Measure of how effectively the treatment process removes BOD or TSS pollutants. Calculated as: ((Influent Concentration minus Effluent Concentration) divided by Influent Concentration) times 100.
Chart showing 2024 monthly effluent pH at the WPCF
  • pH Scale (0 to 14): 7 is neutral. Below 7 is acidic. Above 7 is basic or alkaline.
  • pH (SU): Measure of how acidic or basic water is, reported in Standard Units (SU). The scale ranges from 0 to 14, with 7 being neutral.

Microbial Indicators

Chart showing 2024 fecal coliform and enterococci levels in WPCF effluent
  • Fecal Coliform and Enterococci (Geometric Mean number per 100 mL): Bacteria that indicate the potential presence of fecal contamination from humans or animals. Used as indicators of pathogens and public health risk. Concentration is expressed as a geometric mean of the number of colonies per 100 milliliters of water sample.

Environmental Factors

Chart showing 2024 monthly average flow and rainfall at the WPCF
  • Average Monthly Flow (MGD): The average volume of wastewater flowing through the treatment plant over a calendar month, measured in Million Gallons per Day. Used for managing system capacity and compliance with discharge limits.

Observed Trends and Corrective Actions

Category Details
Winter and Spring (high flows) March and April rain events (greater than 7 inches each month) caused dilute influent and temporary TSS/BOD removal efficiency dips within permit terms.
Summer events July clarifier seal failure and August sample analysis interference led to isolated daily exceedances. Equipment and protocol corrections completed within two weeks; events reported to RIDEM.
Fall and Winter recovery September through December showed consistently high removal rates, low effluent solids, and consistent disinfection across all indicators.
Biosolids management Synagro removed approximately 6,900 wet tons total; average cake solids approximately 22 percent (TKN approximately 25 mg/L, NH3-N approximately 20 mg/L).
Wet weather flow capacity December 12 peak of 15.38 MGD handled within permit terms, confirming hydraulic capacity under storm conditions.
Winter and Spring (high flows)

Details: March and April rain events (greater than 7 inches each month) caused dilute influent and temporary TSS/BOD removal efficiency dips within permit terms.

Summer events

Details: July clarifier seal failure and August sample analysis interference led to isolated daily exceedances. Equipment and protocol corrections completed within two weeks; events reported to RIDEM.

Fall and Winter recovery

Details: September through December showed consistently high removal rates, low effluent solids, and consistent disinfection across all indicators.

Biosolids management

Details: Synagro removed approximately 6,900 wet tons total; average cake solids approximately 22 percent (TKN approximately 25 mg/L, NH3-N approximately 20 mg/L).

Wet weather flow capacity

Details: December 12 peak of 15.38 MGD handled within permit terms, confirming hydraulic capacity under storm conditions.

Annual Compliance Reports

Annual compliance reports and Discharge Monitoring Reports (DMRs) filed with RIDEM are available on request from the Department of Utilities. Email utilities@NewportRI.gov or call 401-845-5600 to request copies of monthly DMR submittals or annual compliance summaries.

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