CASE STUDY: Gasoline, BTEX, PHC F1 & F2 Remediation with Air SpargingMitigating human risk while minimizing disruption in a challenging remediation environment.
At an active gas bar on a high-profile, busy commercial site in a populated urban area, petroleum hydrocarbon impacts, in the form of gasoline along with BTEX (Benzene, Toluene, Ethylbenzene, and Xylenes) and PHC (Petroleum Hydrocarbons) F1 & F2 compounds were discovered in the groundwater and soil. The busy location combined with a large natural seasonal water table variation and deep water table, created a challenging remediation environment.
Location: Barrie, Ontario, Canada
Client: National Retailer
Duration: Ongoing, 3 Years
Project Value: $375,000 CDN per year
Plume Size: Approx. 4,000 m2
The owner, a large national retailer, contracted IRSL directly to complete initial pilot testing and recommend a remedial solution. IRSL then earned the project based on their superior design, which incorporated numerical modeling, and a detailed analysis of the distribution of the LNAPL and dissolved phase plume within the source area.
To contain and remove the LNAPL in the form of gasoline, along with controlling and reducing the mass of BTEX and PHC F1 & F2 concentrations in the groundwater, IRSL designed, implemented, maintained, and continuously optimized, an air sparging system.
IRSL developed a site-specific numerical model to characterize the site. Through the process, they explored various design parameters, such as screen placement, screen lengths, screen diameters, extraction rates, and injection rates, to determine the best system as well as estimate the remedial timeframe, and set project milestones.
To remove the free-phase gasoline and dissolved phase BTEX, PHC F1 & F2 fractions, IRSL installed, operated, and continuously optimized, a system of 18 sparge wells located around the property and installed to various depths within the plume, targeting the LNAPL and volatile components dissolved within the groundwater.
The wells were connected to an automated specialized blower system, designed to accommodate the deep water table (approximate 20 m below ground surface). The injected air volatized the organic compounds and provided additional oxygen required to stimulate aerobic biodegradation, completing the remediation process in-situ. The above-ground systems covered a footprint of less 10 m2 and consisted entirely of explosion-proof components. The system was also enhanced with sound proofing to reduce the noise signature.
Monitoring & Optimization
The installed system enabled remote monitoring and adjustments. Based on monitoring results provided by an independent consultant, IRSL customized pressures and flow rates to individual sparge wells on a bi-weekly basis.
Various fail-safe monitoring networks and devices ensured that the vapours did not migrate into the atmosphere and/or basements of nearby buildings.
Air sparging is the process of blowing air directly into the groundwater. As the bubbles rise, the contaminants are removed from the groundwater by physical contact with the air (i.e., stripping) and are carried up into the unsaturated zone (i.e., area above the water table).
As the contaminants move up into the unsaturated zone, a soil vapour extraction system may be installed to collect the vapours and remove the contaminants for treatment. Air sparging can also enhance aerobic biodegradation reactions by introducing oxygen to the groundwater, which the native micro-organisms utilize to degrade compounds.
F1 – F4
The Canada-Wide Standard (CWS) for Petroleum Hydrocarbons (PHC) in Soil is a remedial standard that specifies consistent methods and outcomes for assessment and management of sites contaminated by PHC. It divides PHC contamination into four fractions, termed F1 to F4. These correspond to PHCs with the following Carbon Fractions:
- F1: C6 – C10
- F2: C11 – C16
- F3: C17 – C34
- F4: C35 – C50
- Operation at the high-profile commercial site required continuous collaboration with the facility’s staff to minimize disruption.
- Preventing migration of vapours into the atmosphere and/or basements of nearby buildings required incorporating various fail-safe monitoring networks and devices.
- Seasonal water table variations required constant monitoring to optimize mass recovery.
- Depth to water (~20 mbgs) created challenges for monitoring and pumping.
- Within two months of operation, the LNAPL plume was eliminated.
- Within 8 months of operation, the dissolved phase plume decreased by 88% on average.
- Within a year of operation, mass balance calculations indicated that over 2,800 kg of LNAPL had been recovered by the system.
- Operational run time exceeded 98%.