May-June 2009

Biotreatment Wetlands

The final touch on a massive restoration project at the Fernald Preserve

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Fernald Preserve

Photo: Department of Energy Office of Legacy Management

By Diane Gow McDilda

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“Gains in water efficiency were not factored into the basis of design,” says Homer. “The design flow was based on published values from the Ohio Administrative Code. Sizing of the system was driven by the potential use of the meeting room. The meeting room can hold 200 people, so the system had to be sized to meet that capacity.”

No corners were cut; the treatment system was sized for full occupancy.

The Biotreatment Wetlands
Initially, the biotreatment wetlands seem analogous to a typical septic system, but there are differences that go beyond replacing the standard infiltration gallery with wetlands. “The wastewater treatment system for the Visitors Center is different from a standard septic system in a couple ways,” says Homer. “Secondary and tertiary treatment is provided by a two-stage system, where wastewater is pumped from the holding tanks to a lined subsurface flow wetland. Effluent from the subsurface flow wetland is either recirculated through the wetland or released to a surface flow wetland. The surface flow wetland is designed as a zero-discharge system, with water lost via evapotranspiration.”

The key components of the treatment system break down as follows:

The Septic System. The septic system is comprised of two 2,000-gallon septic tanks set up in series and located just west of the Visitors Center. Wastewater gravity flows from the Visitors Center to the septic tanks where primary settling takes place.

All Photos: Department of Energy Office of Legacy Management
The Visitors Center is a refurbished storage building.

Construction of biotreatment wetlands

Approximately 50 to 60 people have worked on the project, ranging from construction workers to office staff, designers, and health and safety staff.

Flow from the septic system is controlled through a series of manholes. First, the equalization manhole, and then, the distribution manhole, where water is directed north to two parallel subsurface flow wetlands.

Subsurface Flow Wetland System. The total subsurface treatment area is 5,580 square feet. The subsurface wetlands are designated as secondary treatment, but achieve tertiary treatment standards.

Treatment in the lined subsurface flow wetland system is designed to meet Ohio Administrative Code which requires the following parameters to be treated: biological oxygen demand, total suspended solids (TSS), total Kjehldahl nitrogen (which include ammonia, nitrates, and nitrites), total phosphorus and pathogens, or bacteria and viruses. From the surface flow wetlands, treated water gravity flows to a recirculation manhole equipped with a pump. Flow is either pumped back to the influent of the subsurface wetland system, to keep water from stagnating during times of low flow, or into the surface wetlands system.

Surface Flow Wetland System. As water enters the 1.53-acre wetlands, it is equally dispersed throughout gravel bed where TSS is filtered out. Treatment relies on a series of natural processes that take place between the gravel bed buried below the surface and the vegetation planted at ground level. Microorganisms within the media, and attached to the root systems, break down organic matter in the wastewater. Plants such as green bulrush, duck potato, blue flag iris, river bulrush, and prairie cordgrass pull water out of the subsurface water through transpiration. This slightly reduces the volume of water and can increase nutrient concentrations in the sediment.

Oxygen concentrations within the wetlands also affect treatment. In the shallower portions of the wetlands, oxygen from the surface assists in nitrification. Deeper portions of the wetlands that do not have access to air encourage denitrification. Ultimately, nitrates are broken down into nitrogen and nitrous oxide gas, and are volatilized through the surface.

Because pathogens, such as fecal coliform, will naturally die off, the wetlands system is designed with adequate residence time. Phosphorus is removed through adsorption to the gravel mediate or adsorption by the wetland plants.

The surface flow wetland is the final stage in the treatment system. Because the treatment system is designed for zero-discharge, all water must be lost either to infiltration, evaporation, or evapotranspiration. The surface wetland system was constructed out of an existing pond. To ensure there was adequate volume to support needed plant species and maintain zero-discharge, the original pond was regraded and expanded. Berms were also incorporated into the footprint of the wetland to avoid short-circuiting of the water as it flows through. The wetland was sized to retain flow from November through March, when transpiration, evapotranspiration, and infiltration are minimal.

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A slight disadvantage to biotreatment wetlands is the time required to establish startup and adequate treatment levels. Unlike manmade equipment, plants must have time to establish themselves and become attuned to their surroundings. Part of that process is ensuring flows to all parts of the system are controlled.

For the system at Fernald Preserve, startup included opening the septic system to accept flow from the Visitor Center. To make certain water wasn’t released until treatment was assured, the valve between the septic tank and flow equalization was locked shut. Next Page >

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