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The
SWANA Applied Research Foundation has prepared a new
guide to provide solid waste managers with up-to-date
information and guidance on an exciting development
in the field of solid waste management - namely the
bioreactor landfill.
By Jeremy K. O'Brien
The predominant
MSW disposal option in use today is the sanitary landfill.
Current landfills must meet the requirements of the
Resource Conservation and Recovery Act, Subtitle D,
the Clean Water Act, the Clean Air Act, and numerous
other federal, state, and local regulations. The overall
intent and guiding principle of these regulations is
to keep wastes "dry," thus minimizing production
of leachate and landfill gas (LFG), two of the major
byproducts of waste degradation. The containment systems
supplied by these the conventional dry Subtitle D landfills
are designed to provide environmental protection at
least through the end of the 30-year period following
the closure of the landfill. At some point beyond the
30-year postclosure period, however, the potential exists
that the liner containment systems underlying and overlying
the waste might partially fail. The primary environmental
issue associated with partial containment system failure
and resulting moisture infiltration is the potential
associated increase in gas and leachate production and
the resulting impact of uncontrolled leachate and/or
LFG releases to the environment. The nature and magnitude
of the releases exiting the landfill and their resulting
impacts are directly related to the amounts of organic
waste not yet decomposed. The bioreactor landfill alternative
has drawn significant attention in the last several
years as a means of addressing this long-term environmental
liability issue associated with Subtitle D landfills.
A bioreactor landfill is a sanitary landfill that uses
enhanced microbiological processes to transform and
stabilize the readily and moderately decomposable organic
waste constituents within five to 10 years of bioreactor
process implementation. The bioreactor landfill significantly
increases the extent of organic waste decomposition,
conversion rates, and process effectiveness over what
would otherwise occur within the landfill. Stabilization
means that the environmental performance measurement
parameters (LFG composition and generation rate and
leachate constituent concentrations) remain at steady
levels and should not increase in the event of any partial
containment system failures beyond five to 10 years
of bioreactor process implementation. As the development
of the bioreactor landfill alternative moves from full-scale
development to commercial implementation, the management
and technical issues associated with the implementation
of this new technology on a commercial basis need to
be defined and addressed. For example: What is the public's
perception of this new technology and how can it be
influenced in a positive way? What are the real benefits
and risks associated with the bioreactor landfill? More
importantly, do the benefits justify assuming the associated
risks - especially for public-sector landfills? How
will the bioreactor landfill fare in the marketplace?
Will it provide a competitive advantage or be seen as
a liability by prospective users of the landfill?
To SWANA's knowledge, The Solid Waste Manager's Guide
to the Bioreactor Landfill is the first of its kind
to address the management-related issues associated
with this emerging disposal option. The guide distinguishes
between bioreactor landfill and leachate recirculation
landfills for a number of compelling reasons. For example,
leachate recirculation is currently permitted under
Subtitle D regulations while operational approaches
needed for bioreactor operations, such as the addition
of liquid-waste amendments or the installation of a
permeable final cover, are currently prohibited.
The primary objective of leachate recirculation landfills
is leachate treatment, with waste stabilization generally
viewed as an added benefit. Alternatively, the primary
objective of a bioreactor landfill is biostabilization
of the landfilled waste mass. The underlying philosophy
behind the current Subtitle D regulations is to keep
the landfilled waste as dry as possible in an effort
to minimize the generation of leachate. The underlying
philosophy for a bioreactor landfill is to keep the
waste sufficiently wet in order to maximize the biodegradation
process. Put another way, the overall goal of the current
Subtitle D regulations is waste containment, while the
twin goals of the bioreactor landfill are waste containment
and treatment. The bioreactor guide provides the solid
waste manager with up-to-date technical and management
information regarding this new technology in a number
of key areas.
Status Report on Bioreactor Landfill Demonstration
Projects. There are about 20 full-scale demonstration
projects under construction, in startup, or in the early
stages of operation. These projects represent millions
of dollars invested in the development of this technology.
The overriding purpose of these demonstration projects
is to define, address, and hopefully resolve the technical
and operational issues associated with the implementation
of the bioreactor landfill alternative. Current information
on each of the demonstration projects is presented along
with review of the bioreactor's development history
and a characterization of the commercialization status
of this technology.
Technical
Issues. The bioreactor landfill method
is in the full-scale demonstration stage of development.
The purpose of this developmental stage is to identify
and resolve technical and operational issues associated
with applying the bioreactor technology in the real
world of commercial landfill operations. The primary
technical and operational issues being addressed through
the demonstration projects are listed in Table 1. Guide
to the Bioreactor Landfill provides the solid waste
manager with an understanding of each of these issues
and an update on the status of their resolution.
Table
1. Bioreactor Landfill Issues Being Addressed
Through Full-Scale Demonstration Projects |
- Water
Distribution and Recirculation
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- Alternative
Daily and Intermediate Covers
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- Determination
of Biostabilization End Point
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Water Requirements. The amount of
water needed for full-scale bioreactor implementation
can be substantial. For example, to increase the moisture
content of waste from 25% to 45% at a 500-tpd landfill
would require almost 12 million gal./yr. of water. The
bioreactor guide provides the solid waste manager with
basic information regarding the quantities of water
that are needed for the operation of a bioreactor landfill
and the potential sources of water that can be used
to meet bioreactor landfill water needs.
Bioreactor Landfill Benefits. The
potential benefits associated with the bioreactor landfill
method are substantial. They include waste biostabilization,
significant increases in the density of the landfilled
waste, and the potential for increased gas recovery,
to name a few. Estimates on the amount of landfill airspace
that can be recaptured and reused as a result of bioreactor
operations range from 13% to more than 30%. The bioreactor
guide provides up-to-date information on the benefits
associated with the bioreactor landfill alternative.
Drawbacks and Risks. As with the development
of any new technology, there are drawbacks associated
with the bioreactor landfill alternative in addition
to risks associated with its implementation at its present
stage of development. Potential drawbacks include increased
gas emissions, increased odors, leachate seeps, and
sideslope instability. By becoming aware of these risks,
the solid waste manager can ultimately assign a probability,
as well as a cost, to their negative impacts on a local
project and weigh these impacts against the positive
benefits of the bioreactor landfill.
Bioreactor Landfill Economics. The
solid waste manager should be aware that additional
investments - in leachate collection and recirculation
piping, enhanced gas recovery systems, and additional
permitting requirements - are required to implement the
bioreactor option. For example, an estimate of $3.5
million was developed for the leachate recirculation
and water distribution system for a 1,200-tpd landfill.
Guide to the Bioreactor Landfill presents up-to-date
information and data regarding the economic and financial
aspects of bioreactor implementation.
Regulatory Issues. Current Subtitle
D landfill regulations are based on the philosophy of
minimizing the generation of leachate through minimizing
the amount of water that is allowed to enter the landfill.
These regulations do allow for the recirculation of
leachate and LFG condensate back into the landfill.
It is difficult, if not impossible, however, to permit
a true bioreactor landfill under existing federal regulations.
Solid waste managers have two options - one currently
available and one that appears imminent - through which
a bioreactor landfill permit can be obtained. These
options are summarized in the guide, along with the
impediments associated with the existing regulatory
framework.
Negative Perceptions. Despite the
substantial potential benefits associated with the bioreactor
landfill, a solid waste manager might have to address
negative perceptions associated with this new disposal
alternative. To date, these perceptions have focused
on two areas: (1) the perception that the bioreactor
landfill masks the real issue of whether or not to allow
landfilling of nonstabilized wastes and (2) the bioreactor
landfill as a competitor to waste composting facilities.
Recent developments regarding the definition and resolution
of each of these issues are presented in the guide.
Additional technical and management information is provided
in the bioreactor guide for each of these important
areas associated with the evaluation and implementation
of the bioreactor landfill alternative.
The development of the guide was supported through the
subscription fees provided by the Applied Research Foundation's
disposal group subscribers listed in Table 2. The support
of these subscribers, who have decided to make the guide
available to SWANA members and other interested individuals
at a nominal price, is gratefully acknowledged by SWANA.
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Table
2. SWANA Applied Research Foundation, Year 1 Disposal
Group Subscribers |
| Name |
Title |
Jurisdiction/Organization |
| N.C.
Vasuki, P.E., D.E.E. |
Chief
Executive Officer |
Delaware
Solid Waste Authority |
| Michael
Long |
Executive
Director |
Solid
Waste Authority of Central Ohio |
| Colin
Covington |
Project
Director |
Three
Rivers Solid Waste Authority, Aiken, SC |
| James
Peck |
Director |
Maryland
Environmental Services |
| David
Myers |
General
Manager |
Monterey
(CA) Regional Solid Waste Management District |
| Joseph
Vasturia, P.E. |
Chief
Executive Officer |
Delaware
County (PA) Solid Waste Authority |
| Darrell
O'Neal |
Executive
Director |
New
River Solid Waste Association (FL) |
| Douglas
Wood |
Director
of Solid Waste Operations |
Kent
County (MI) Department of Public Works |
| Rodney
Hansen |
Division
Manager |
King
County (WA) Solid Waste Division |
| Scott
Brown, P.E. |
Solid
Waste Services Manager |
Mecklenburg
County (NC) Land Use and Environmental Services |
| James
Warner |
Executive
Director |
Lancaster
County (PA) Solid Waste Management Authority |
| Will
Selser |
Solid
Waste Services Manager |
Lewis
and Clark County, MT |
| John
Gulledge |
Department
Head, Sanitation District |
Los
Angeles County, CA |
| John
Baker |
Director,
New Technology |
Waste
Management Inc. |
To order a copy of The Solid Waste Manager's Guide
to the Bioreactor Landfill, please contact Jeremy
O'Brien or Todd Von Deak, SWANA's manager of marketing
and member services, at 800/467-9262 or visit the SWANA
Web store at www.swana.org.
Jeremy O'Brien, P.E., has served as SWANA's director
of applied research since February 1999.
MSW
- Elements 2004
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