Fairfax County Noman M Cole Jr Pollution Control Plant Lorton

Facility Snapshot

  • Plant Name: Noman M. Cole Jr. Pollution Control Plant (NMCPCP)
  • Location: Lorton, Fairfax County, Virginia
  • Operating Authority: Fairfax County Wastewater Management Program
  • Design Capacity: 67 MGD
  • Treatment Level: Advanced Tertiary (AWT)
  • Receiving Water Body: Pohick Creek (tributary to Gunston Cove/Potomac River)

1. Introduction

The Noman M. Cole Jr. Pollution Control Plant (NMCPCP) serves as the cornerstone of wastewater infrastructure for Fairfax County, Virginia. As an award-winning Advanced Wastewater Treatment (AWT) facility, it is engineered to meet some of the most stringent discharge limitations in the United States due to its location within the sensitive Chesapeake Bay watershed. Commissioned originally in 1970 and expanded significantly over the decades, the plant currently possesses a design capacity of 67 million gallons per day (MGD).

Operated by the Fairfax County Wastewater Management Program, the facility is a model of engineering excellence, utilizing cutting-edge technologies such as Moving Bed Biofilm Reactors (MBBR) for enhanced nitrogen removal. The plant not only protects the ecological health of the Potomac River but also pioneers water reuse initiatives, supplying reclaimed water to the neighboring Waste-to-Energy facility. For engineers and industry professionals, NMCPCP represents a benchmark in retrofitting established infrastructure with next-generation process technologies.

2. Facility Overview

A. Service Area & Coverage

The NMCPCP serves the southern and central portions of Fairfax County, encompassing a densely populated suburban region of the Washington D.C. metropolitan area. The collection system feeding the plant includes over 3,200 miles of sanitary sewer lines and 63 wastewater pumping stations. The service area is characterized by a mix of residential zones, commercial corridors, and light industrial facilities, requiring a robust treatment train capable of handling diurnal flow variations and varying load strengths.

B. Operational Capacity

While the plant is permitted for a design flow of 67 MGD, it currently treats an average daily flow of approximately 40 to 45 MGD. This capacity buffer allows for significant wet weather flow management. The facility is designed to handle peak hydraulic flows significantly higher than the average, utilizing equalization basins to manage storm surges and prevent washout of biological solids. Historical trends indicate steady flow rates despite population growth, attributed largely to the county’s aggressive Inflow and Infiltration (I&I) reduction programs and water conservation efforts.

C. Discharge & Compliance

The plant discharges treated effluent into Pohick Creek, which flows into Gunston Cove and subsequently the Potomac River. Because the Potomac is a major tributary to the Chesapeake Bay, the facility operates under a Virginia Pollutant Discharge Elimination System (VPDES) permit with extremely tight nutrient limits. The plant consistently achieves near-limit of technology (LOT) performance for nitrogen and phosphorus removal, playing a critical role in the regional effort to reduce hypoxic “dead zones” in the Bay.

3. Treatment Process

The Noman M. Cole Jr. Plant employs a sophisticated multi-stage treatment train designed to achieve tertiary standards. The process flow is optimized for nutrient removal and solids reduction.

A. Preliminary Treatment

Raw wastewater enters the headworks where it undergoes coarse screening via mechanical bar screens to remove large debris, rags, and plastics. Following screening, the flow enters aerated grit chambers where heavy inorganic materials (sand, gravel, coffee grounds) settle out. This stage protects downstream pumps and prevents volume reduction in the biological reactors. Odor control at the headworks is managed via chemical scrubbers to mitigate nuisance odors for the surrounding community.

B. Primary Treatment

Flow proceeds to rectangular primary clarifiers. Here, gravity settling removes approximately 60-70% of Total Suspended Solids (TSS) and 30-40% of Biochemical Oxygen Demand (BOD). Floating grease and oils are skimmed from the surface, while primary sludge is collected via flight and chain mechanisms for processing in the solids handling train.

C. Secondary Treatment & Nutrient Removal

The core of the NMCPCP’s performance lies in its advanced secondary treatment:

  • Activated Sludge: The plant utilizes an activated sludge process configured for Biological Nutrient Removal (BNR). This creates alternating anoxic and aerobic zones to promote nitrification (ammonia to nitrate) and denitrification (nitrate to nitrogen gas).
  • MBBR Technology: In a significant process upgrade, the facility integrated Moving Bed Biofilm Reactor (MBBR) technology. This involves suspending polyethylene media carriers within the aeration basins, providing a high surface area for biofilm growth. This intensification allows for higher nitrification rates within the existing tank footprint, a critical adaptation for meeting strict ammonia and total nitrogen limits.
  • Secondary Clarification: Mixed liquor flows to secondary clarifiers where biological floc settles. Return Activated Sludge (RAS) is recycled to the front of the biological process, while Waste Activated Sludge (WAS) is sent to solids handling.

D. Tertiary Treatment

To meet the stringent Chesapeake Bay standards, the plant employs extensive tertiary treatment:

  • Chemical Precipitation: Alum or ferric salts are added to precipitate dissolved phosphorus, which is then removed via filtration.
  • Multimedia Filtration: Deep bed gravity filters containing layers of anthracite coal and sand polish the effluent, removing residual suspended solids and precipitated phosphorus. This step ensures turbidity levels are near potable water standards.

E. Disinfection

Historically a user of chlorine gas, NMCPCP converted to Ultraviolet (UV) Disinfection. This modernization eliminates the safety hazards associated with storing hazardous chemicals and removes the need for dechlorination chemicals (sulfur dioxide), reducing the total dissolved solids (TDS) in the final effluent. The UV system is sized to handle peak wet weather flows while ensuring complete pathogen inactivation.

F. Solids Handling

Solids processing is a major operational component at Lorton:

  • Thickening: Primary sludge is gravity thickened, while waste activated sludge is thickened using Dissolved Air Flotation (DAF) or centrifuges.
  • Dewatering: High-solids centrifuges dewater the blended sludge to form a cake.
  • Incineration: The facility operates on-site multiple-hearth incinerators. This thermal reduction process reduces the volume of solids by over 90%, leaving only inert ash. The ash is tested and disposed of at approved landfills.
  • Emissions Control: The incinerators are equipped with advanced air pollution control systems, including scrubbers and wet electrostatic precipitators, to meet Clean Air Act standards.

4. Infrastructure & Facilities

A. Physical Plant

Situated on a expansive campus in Lorton, the site includes not only the process tanks but also extensive support facilities, including a fully accredited environmental laboratory, maintenance shops, and administrative offices. The architectural layout emphasizes resilience, with critical electrical and pumping infrastructure elevated or protected against 500-year flood events.

B. Energy Systems & Water Reuse

The plant is a high energy consumer due to the aeration and incineration requirements. However, Fairfax County has implemented energy recovery strategies. The facility provides roughly 500 million gallons of reclaimed water annually to the adjacent Covanta Waste-to-Energy facility. This “purple pipe” water is used for cooling and boiler makeup at Covanta, saving potable water for the county. Additionally, heat recovery from the incineration process is utilized for internal building heating during winter months.

C. Odor Control

Given the proximity to residential developments, odor control is paramount. The plant utilizes a combination of biological towers and activated carbon adsorption systems, specifically targeting the headworks and solids handling buildings. Negative pressure is maintained in these buildings to prevent fugitive emissions.

5. Recent Upgrades & Major Projects

Acid Gas Control & Air Compliance Upgrade (2018-2022)

  • Project Scope: Comprehensive upgrade to the incinerator air pollution control systems to meet new EPA SSI (Sewage Sludge Incineration) MACT standards. Included the installation of mercury control modules and high-efficiency scrubbers.
  • Budget: ~$35 Million
  • Drivers: Regulatory compliance (Clean Air Act).
  • Technical Highlights: Implementation of wet electrostatic precipitators (WESP) to capture fine particulates and heavy metals.

Electrical Distribution System Renewal (Ongoing)

  • Project Scope: Replacement of aging switchgear, transformers, and motor control centers (MCCs) throughout the plant. Installation of redundant power feeds to ensure reliability during grid failures.
  • Timeline: Phased implementation 2020-2025.
  • Objective: To replace assets reaching the end of their 40-50 year useful life and improve arc flash safety for operators.

Tertiary Filter Rehabilitation

  • Project Scope: Rehabilitation of the deep bed filters, including media replacement and underdrain repairs.
  • Significance: Essential for maintaining low phosphorous limits required by the Chesapeake Bay agreement.

6. Regulatory Compliance & Environmental Performance

The NMCPCP operates under VPDES Permit No. VA0025364. The facility is subject to the Chesapeake Bay Watershed General Permit for nutrients.

Key Performance Indicators (Typical):

  • Total Nitrogen (TN): Consistently discharges < 3.0 mg/L (Annual Average).
  • Total Phosphorus (TP): Consistently discharges < 0.18 mg/L.
  • TSS & BOD: Removal efficiency typically exceeds 98%.

The plant has received the NACWA (National Association of Clean Water Agencies) Peak Performance Platinum Award for multiple consecutive years, signifying perfect compliance with NPDES permit limits over extended periods.

7. Operational Excellence

The facility is staffed 24/7 by a team of approximately 100 professionals, including licensed wastewater operators (Class I-IV), maintenance mechanics, instrumentation technicians, and chemists. Fairfax County emphasizes workforce development, maintaining a rigorous internal training program to help staff achieve state licensure.

The laboratory is VELAP (Virginia Environmental Laboratory Accreditation Program) certified, conducting thousands of analyses monthly for process control and regulatory reporting. The plant utilizes a robust SCADA system for real-time monitoring of dissolved oxygen, oxidation-reduction potential (ORP), and flow pacing.

8. Challenges & Future Planning

Aging Infrastructure: Like many plants built in the 1970s, NMCPCP faces the challenge of replacing concrete and steel assets while maintaining full operation. The Capital Improvement Program (CIP) is heavily weighted toward “state of good repair” projects.

Emerging Contaminants: The facility is proactively monitoring regulatory discussions regarding PFAS (Per- and polyfluoroalkyl substances). While current regulations do not mandate removal, the engineering team is evaluating future technology needs, such as granular activated carbon (GAC), should limits be imposed.

Climate Resilience: Future planning includes hardening the facility against more frequent and intense storm events, ensuring that the critical electrical gear and pumping systems remain operational during severe weather.

9. Technical Specifications Summary

Parameter Specification
Facility Type Advanced Wastewater Treatment (AWT) / Tertiary
Design Capacity 67 MGD
Current Average Flow ~40-45 MGD
Peak Hydraulic Capacity >100 MGD (Wet Weather)
Biological Treatment Activated Sludge with Moving Bed Biofilm Reactor (MBBR)
Nutrient Removal Yes (Biological Nitrogen Removal + Chemical Phosphorus Removal)
Disinfection Ultraviolet (UV) Irradiation
Filtration Multimedia Deep Bed Filters (Sand/Anthracite)
Solids Processing Gravity Thickening, Centrifuge Dewatering, On-site Incineration
Service Population Approx. 500,000 – 700,000 (direct sewershed)
Receiving Water Pohick Creek > Potomac River
NPDES/VPDES Permit VA0025364
Year Commissioned 1970 (Major expansions in 80s, 90s, 00s)

10. FAQ Section

Technical & Professional Questions

1. Does the Noman Cole Plant utilize Methanol for denitrification?
The plant typically utilizes internal carbon sources through its BNR process configuration, but has supplemental carbon feed capabilities (such as Methanol or alternative carbon sources) to ensure denitrification targets are met during low-carbon wastewater conditions.

2. How does the plant handle wet weather flows exceeding design capacity?
The facility employs flow equalization basins (EQ) to store excess influent during storm events. This water is then fed back into the treatment train gradually once flows subside, preventing solids washout.

3. What is the status of the plant’s solids incinerators?
The incinerators are fully operational and have been upgraded with MACT-compliant emissions control systems. Fairfax County has determined that on-site thermal processing remains the most reliable and cost-effective solids management strategy for this location.

Public Interest Questions

4. Can the public tour the facility?
Yes, Fairfax County offers tours of the Noman M. Cole Jr. Pollution Control Plant to school groups, civic organizations, and engineering students. Tours generally must be scheduled in advance through the Wastewater Management Program.

5. Does the plant smell?
While wastewater treatment naturally generates odors, the plant employs extensive odor control technologies (scrubbers and carbon filters) and covers many process tanks. Odor complaints are rare, despite the facility’s proximity to residential areas.

6. Is the water released into the river safe?
Yes. The treated effluent is often cleaner than the river water it enters. It meets or exceeds all state and federal standards for aquatic life protection and human health.


Disclaimer: This article is for informational purposes for engineering and industry professionals. Specific operational parameters may change based on seasonal conditions or capital improvements. For official regulatory data, please consult the Virginia Department of Environmental Quality (DEQ).