Conventional Remediation
The EPA and state regulators accept the containment presumptive remedy for landfill remediation. Containment means that the wastes, especially the water soluble or gaseous components are contained within the landfill or disposed in a safe way. The period of time during which waste must be contained is undefined, it could be decades or centuries. Containment may require a landfill cover, landfill gas collection and disposal, groundwater treatment and/or containment, leachate collection and disposal and institutional controls. A landfill cover is required for many Air Force landfills; however other elements of containment are often not required because Air Force landfills are old and much waste has decayed.
Conventional covers rely on barrier layers made of compacted clay, geosynthetics and geomembranes either alone or in combination. Barrier-type covers are sometimes described as "impermeable" but none are known that actually are impermeable. Therefore, an important part of a barrier-type cover is the drainage layer located immediately above the barrier. The function of the drainage layer is to rapidly remove water that accumulates above the barrier before it infiltrates through the barrier. Because the barriers are intended to have low permeability, a gas collection and disposal system is normally required under the barrier. The drainage layer, barrier and gas control layers are each expensive, resulting in high costs for conventional barrier-type landfill covers.
Purpose
Landfill covers have three primary purposes, they are:
1. Minimize the infiltration of water into the waste
2. Isolate the waste to prevent direct contact with potential receptors and prevent movement of waste by wind or water, and
3. Control landfill gases.
Precipitation or other water that infiltrates into the waste may carry soluble contaminants from the landfill to groundwater. Groundwater is difficult and expensive to remediate, thus, control of water entry into the waste is one of the most important functions of the landfill cover. Wastes and contaminants can be moved to or on the surface by wind, water, burrowing animals and other means and thus allow direct contact between receptors and the waste. Most landfill covers that meet the requirements for infiltration control also meet the requirements for waste isolation.
The need for gas control depends in large part on the age of the landfill. Most Air Force landfills became inactive about 25 years ago, thus the waste has significantly decayed. As a result, many Air Force landfills do not need gas control. Where it is needed, gas control must be built into the cover system. Barrier layers trap landfill gas and cause it to accumulate. Therefore, the choice of cover type may significantly affect the need for gas control within the cover. For additional information see the references below.
Alternative Remediation Concepts
AFCEE Technology Transfer supports the development of new concepts regarding the remediation and closure of landfill sites that provide opportunities for improved performance, and cost saving in both remediation and long-term maintenance. A survey of Air Force landfills shows that there are significant differences between Air Force landfills and currently operating commercial landfills and these differences should be considered when designing and implementing remedial actions.
The technology available for landfill remediation is changing. New remediation methods are becoming available and some are now being accepted by regulators. The old notion of entombment and preservation of waste is giving way to new concepts for managing wastes. It is important to understand that new technology must meet the critical goal of landfill remediation which is to protect human health and the environment.
A leading new technology is use of the landfill as a bioreactor (Reinhart and Townsend, 1998). Another new concept is the use of natural attenuation processes to replace or support conventional landfill remediation and thereby enhance effectiveness of remediation at reduced cost by naturally renewable and continuing processes (ESTCP 2002 and Downey and Hicks, 2003).
Although the regulatory community is actively investigating new technology, some still prefer the "prescriptive remedies" and "preservation of waste" approach to landfill remediation. However, there are new technologies that may be used within the containment presumptive remedy. Because Air Force managers need practical methods that are effective, lower in cost and will be accepted by the regulatory community and public, this discussion centers on new technology that improves the containment remedy.
Alternative Barrier Components for Conventional Covers
Capillary Barrier. The capillary barrier is a component that may be used within barrier-type landfill covers or in other settings where added soil, water-holding capacity is needed. It consists of layered materials, including (from the surface downward) a layer of fine soil over a layer of coarser material (e.g., sand or gravel). The barrier is created in this type of cover by the large change in pore sizes between the layers of fine and coarse material. Capillary force causes the layer of fine soil overlying the coarser material to hold more water than if there were no change in particle size between the layers. However, this type of barrier can fail if too much water accumulates in the fine-particle layer and it may be difficult to build to meet specifications. This alternative has been used in experimental installations.
Dry Barrier. The dry barrier is a component that may be used within other complete covers. It is similar to the capillary barrier cover except that wind-driven air flow through the layer of coarse material helps to remove water that may infiltrate this layer. They are primarily experimental systems.
Asphalt Barrier. The asphalt barrier is also a component of a complete cover. It may replace the compacted clay layer in covers built in arid climates where a clay barrier is likely to fail because of desiccation
Alternative Landfill Cover
The ET cover consists of a layer of soil covered by native grasses; it is a complete cover system. The soil contains no barrier or impermeable layers and uses two natural processes to control infiltration: (1) uncompacted soil provides a water reservoir and (2) natural ET empties the soil water reservoir. The soil cover must be correctly designed to store all of the precipitation that infiltrates into the soil until the ET process can remove it. The ET cover is an inexpensive, practical, and easily maintained natural system that will remain effective over extended periods of time-perhaps centuries-at low cost. In January 2004, AFCEE published the document "Evaluating Evapotranspiration (ET) Landfill Cover Performance Using Hydrologic Models." This document discusses cover requirements, design issues, currently available hydrologic models, and provides an assessment.
Documents available from the Air Force Center for Engineering and the Environment (AFCEE):
- "Landfill Covers for Use at Air Force Installations" (AFCEE, Feb. 1999);
- "Survey of Air Force Landfills, Their Characteristics, and Remediation Strategies" (AFCEE, July 1999);
- An Access database (zip file) containing the survey results above
- "Decision Tool for Landfill Remediation" (AFCEE, August 1999);
- "Landfill Remediation Project Managers Handbook" (AFCEE, Dec. 1999).
- Golf Courses on Air Force Landfills (AFCEE, September 2000)
- Vegetated Landfill Covers and Phytostabilization-The Potential for Evapotranspiration-Based Remediation at Air Force Bases (AFCEE, May 2001)
- Alternative Landfill Covers [prepared for the ITRC's Alternative Landfill Covers summit] (AFCEE, July 2001)
- Downey, D. and J. Hicks. 2003. "Impact of Landfill Closure Designs on Long-Term Natural Attenuation of Chlorinated Hydrocarbons". Proc. 2003 AFCEE Technology Transfer Workshop" 25 Feb. 03, San Antonio, Texas
- Hauser, V. L. 2003. Alternative Landfill Remediation - Ready for Air Force Use. Proceedings, 2003 AFCEE Technology Transfer Workshop, 25 February 03
- "Protocol for Controlling Contaminated Groundwater by Phytostabilization (980 KB) (AFCEE, Dec. 2001)
- Evaluating Evapotranspiration (ET) Landfill Cover Performance Using Hydrologic Models (1,159 KB) (AFCEE, Jan. 2004)
References
Reinhart, D. R., and T. G. Townsend. 1998. Landfill Bioreactor Design & Operation. Lewis Publishers, Boca Raton, FL.
Hauser, V. L., B. L. Weand, and M. D. Gill. 2001. Natural Covers for Landfills and buried Waste. Am. Society of Civil Engineers, J. Environmental Engineering, vol. 127, no. 9: 768-775
ESTCP. 2002. Impact of Landfill Closure Designs on Long-Term Natural Attenuation of Chlorinated Hydrocarbons. Prepared by Parsons Engineering for Environmental Security Technology Certification Program, Arlington, VA, Final, March 2002. (available at: the ESTCP web site)
U.S. EPA. 2003. Evapotranspiration Landfill Cover Systems Fact Sheet (EPA 542-F-03-015)
Evapotranspiration (ET) Cover.
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