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By
John Trotti
GOLD EXCELLENCE
AWARD WINNER
Metro
Waste Authority, Metro Park East Landfill
The Metro
Park East (MPE) Landfill has been serving residents
of Des Moines and surrounding parts of central Iowa
since Metro Waste Authority (MWA) was formed in 1969.
The MPE Landfill is the largest publicly owned landfill
in Iowa, managing approximately 1,500 tpd of solid waste
and serving almost 400,000 residents. The facility averages
300 customers each day. In the past 30 years, the MPE
Landfill has become one of the greatest environmental
assets to the Des Moines metropolitan area. To date,
the facility has received approximately 10 million tons
of waste. The site receives an average of 450,000 tpy
of waste, including about 380,000 tons of MSW; 50,000
tons of construction and demolition (C&D) waste;
and 20,000 tons of special waste.
In 1993,
MWA, Waste Management Inc., and MidAmerican Energy partnered
to provide an environmentally sound solution to the
issue of methane gas escaping into the atmosphere: the
Metro Methane Recovery Facility. The facility is the
first in the state of Iowa to directly produce electricity
from landfill gas (LFG). It also is the first joint
effort that Waste Management has entered into with a
publicly owned and operated landfill for the purpose
of landfill gas-to-energy (LFGTE) production.
By establishing
the Metro Methane Recovery Facility, located next to
the MPE Landfill, MWA and its partners created a way
to manage a renewable energy source that is both produced
and consumed locally. In the past, methane gas was flared
off into the atmosphere, wasting a valuable resource
and causing a potential environmental hazard. Today
the gas is collected and burned to create electricity
that is delivered directly to MidAmerican Energys
power grid.
More than
70 gas recovery wells, 90% of which are on-line, tunnel
100 ft. deep to collect methane from the landfill. The
individual wells are connected to a 10-mi.-long underground
piping system through which the gas is drawn to the
Metro Methane Recovery Facility. Here, eight engines
burn the gas and distribute it to approximately 10,000
homes and businesses in a 6-mi. radius of the MPE Landfill.
Innovation
and Creativity
MWA management
believes that in order to exceed environmental regulations
and customer expectations, it must do all it can to
explore innovative and resourceful methods for managing
solid waste. In addition to its award-winning and nationally
recognized management practices for leachate, methane
gas, and ground- and surface-water protection, MWA has
implemented the following innovations at the MPE Landfill:
Shredded
Waste Tires. In 1999, MWA received a grant from
the Iowa Department of Natural Resources (IDNR) to research
how shredded waste tires could be utilized for daily
operations. MWA now uses these tire chips, which are
more cost-effective than gravel, as an alternative drainage
material in correcting leachate seeps. MWA also explored
the use of shredded tires as an inexpensive sub-base
for road construction and the wet-weather pad. Unfortunately,
the steel belts in the shredded tires caused many flat
tires. Additional processing of the tires to remove
the steel prior to shredding would be required to make
the program viable.
Mobile
Litter Vacuum. MWA created a mobile litter vacuum
to remove debris from the litter fences surrounding
the MPE Landfill. The system consists of a large blower
that creates a vacuum and an 18-in. hose attached to
a farm tractor. MPE staff recently modified the "litter
vac" with an arm-mounted hose and hydraulic controls
so a single employee can easily operate it. This has
greatly reduced the amount of labor required to clean
litter from fences and keeps the facility cleaner. Additional
money has been budgeted to further improve this device.
Compost
as Erosion Control. MWA uses the compost produced
at the MPE Landfill for erosion control and as a soil
amendment throughout the facility. The compost, consisting
of larger-size particles, has proven to be an effective
mechanism in preventing soil erosion. MWA has also contributed
compost materials to an erosion study performed by IDNR
and the Iowa Department of Transportation. Not surprisingly,
MWAs compost was most effective in prevention
of erosion during the study, as MWA has utilized this
material for several years with the same excellent results.
Geographic
Information Systems (GIS). All monitoring data generated
at the MPE Landfill is entered into a GIS database accessible
on the Internet. The GIS provides:
- a fully
functional and easily updated system that allows users
to access information about the landfill facilities
from any location via the Internet;
- a tool
that facilitates the preparation of reports used in
making future decisions about maintenance schedules,
budget planning, facility design, and development;
- a database
of monitoring points, events, and water chemistry
with mapping capabilities;
- a document
control system that allows the user to quickly obtain
permits and other important documents.
Settlement
Monitoring. MWA has installed several dozen steel
plates over the closed areas of the MPE Landfill to
monitor landfill settlement during the closure period.
MWA predicts that the evaluation will indicate the landfills
stability in the short and long term and during earthquake
loading conditions.
C&D
Disposal Area. MWA recently refilled a previously
closed area that had settled 10-15 ft. from the maximum
elevation of 990 ft. During filling operations, additional
volume was gained by the surcharging effect that the
waste mass provided. By repermitting this area for C&D
waste, MWA was able to provide better surface-water
management, regain airspace lost to settlement, and
provide revenue to replace the existing soils cap with
a synthetic geocomposite cap system.
Serving
All of Central Iowa
MWAs
service area consists of 16 member communities, one
county, and six planning-member communities. Planning-member
communities (Alleman, Carlisle, Hartford, Mingo, Prairie
City, and Sheldahl) are offered MWA programs and facilities
but do not have a voting representative on MWAs
Board of Directors. Altogether MWA serves just fewer
than 400,000 residents with the MPE Landfill and recycling
and waste reduction programs and education. Additionally,
18 counties in central Iowa are included in the expansion
area for the Regional Collection Center for Household
Hazardous Waste. These communities are served with a
mobile collection unit. Total population for these counties
is approximately 416,000.
As MWA and
MPE Landfill look to the future, environmental stewardship
will continue to drive technology and services at a
faster pace than ever before. While focusing on environmental
protection, employee safety, public health, and financial
viability, MWA works hard to ensure MPE Landfills
continued viability and its role in community service.
As a governmental agency required to balance competing
interestspublic good with private-sector economics
and political will with businesslike development, for
exampleMWAs mission and vision will continue
to guide it to meet the challenges ahead.
SILVER EXCELLENCE
AWARD WINNER
Onyx
Waste Services/Superior Emerald Park Landfill
Onyx Waste
Services/Superior Emerald Park Landfill (EPL) is one
of the most recently constructed and technologically
engineered sites in the state of Wisconsin. The landfill
is located in Muskego, which is in close proximity to
major metropolitan areas such as Milwaukee, Racine,
and Waukesha.
The 35-ac.
landfill site, which is situated on 480 ac., was originally
opened in 1994 and began a three-phase expansion in
1996. With the 55-ac. expansion, EPL has a life expectancy
of more than 10 years.
The landfill
is a zone of saturation, ingradient design featuring
a base of bedrock, sand, and 75-125 ft. of native clay
soils. Below the clay component of the composite liner,
a gradient control system has been constructed. The
gradient control system consists of a 6-in. drainage
layer with a perforated pipe collection system. The
system allows shallow groundwater to be collected from
the clay liner above and the clay soils below the gradient
control system. The system relieves the uplift pressure
on the composite liner and acts as a leak detector.
The clay
liner is covered with a 60-mil high-density polyethylene
(HDPE) geomembrane liner. A 1-ft. leachate drainage
layer and leachate collection pipes are constructed
directly above the composite liner.
As cells
of EPL are completed, they are capped with a 2-ft. recompacted
clay liner, a 40-mil HDPE geomembrane liner, a geosynthetic
drainage layer, and a 4.5-ft. layer of general fill
and 6 in. of topsoil. Other features of the design include
gas extraction wells, sedimentation basins, and biofilter
systems.
There has
been much thought and discussion about the end use of
EPL. The site is already beautifully landscaped and
features two ponds at its entrance that regularly attract
ducks, geese, and other wildlife. Likely options for
the site include a park and nature center, bike and
hiking trails, a wildlife habitat, or a game preserve.
A secluded area of the site currently serves as a shooting
range for local law enforcement training, and that partnership
could also be expanded as part of the end-use plan.
Leachate
EPL has a
comprehensive, state-of-the-art system that moves leachate
downslope through a highly permeable drainage blanket
to collection lines, which then transmit the flow to
sumps at the lowest base elevation of each phase. From
these sumps, the leachate is then pumped out of the
landfill to a holding tank and recirculated back into
the waste mass or disposed of at a wastewater treatment
facility.
The estimated
peak leachate generation rate is approximately 25,000
gpd and would occur when the final cell of the landfill
is being filled. After that final cell in the expansion
is filled and covered with 2 ft. of compacted clay and
a 40-mil synthetic geomembrane, the infiltration of
water would be reduced. It is estimated that after that
final cell is closed, approximately 9,300 gpd of leachate
would be produced.
Gas
Monitoring and Burning
EPLs
design also incorporated a composite liner and cover
system with an active gas extraction system. These controls,
along with the very low-permeability soils that surround
the site, prevent any significant offsite, subsurface
gas migration. Gas monitoring probes are installed around
the landfill to monitor for gas migration.
Gas generated
by the site is burned off in an onsite flare. The gas
collection and control system meets the USEPA New Source
Performance Standards for hazardous air pollutants.
Five gas
extraction wells, as well as 17 horizontal recirculation
lines, which are used to extract LFG when not being
used for leachate recirculation, are located at the
EPL site. Staff and state and city regulators regularly
inspect them.
Other
Air-Quality Issues
In addition
to LFG, dust, hazardous air pollutants, and exhaust
emissions could potentially impact air quality near
the site.
EPL has established
a program that monitors air quality for suspended particles
and controlling dust. Since the programs inception
in 1999, there have been no accedences of air-quality
standards.
Odors
and Debris Controls
In its continual
efforts to be a good neighbor, EPL has a program in
place to help control odors and debris coming from the
site. As part of its operations, the landfill maintains
only a small active area, uses daily cover, and utilizes
moveable and stationary screens. Multiple catch fences
aid operations on windy days, and a daily pickup of
windblown debris helps to maintain aesthetics. This
program and ongoing commitment by EPL has resulted in
good relationships with its neighboring businesses and
residents.
Groundwater
Protection
The EPL design
limits adverse impact to groundwater quality by including
a composite liner with 4 ft. of clay overlain by a 60-mil
synthetic geomembrane. This composite liner, in conjunction
with the efficient collection and removal of leachate
from within the landfill, virtually eliminates infiltration
of leachate to the native soils and the water table.
A groundwater gradient control system installed beneath
the landfill liner relieves groundwater pressure and
allows monitoring of the integrity of the liner.
Groundwater
monitoring wells at the site are checked semiannually
for a variety of contaminants and indicator substances
to ensure that any contamination that occurs would be
detected and remediated before traveling to a point
of groundwater use.
EPLs
design and construction have proven successful in preventing
any groundwater impact. To date, there has been no demonstrable
impact on groundwater quality as indicated by the semiannual
monitoring results.
BRONZE EXCELLENCE
AWARD WINNER
Middlesex
County Landfill
The Middlesex
County Utilities Authority (MCUA), through its Solid
Waste Division, operates the Middlesex County Landfill
(MCLF), a state-of-the-art sanitary landfill located
in East Brunswick, NJ. The landfill opened in February
1992 and is located on a 315-ac. tract surrounded by
a bentonite clay slurry cut-off wall that also contains
the closed and capped Edgeboro Landfill. The closed
facility encompasses approximately 215 ac. inside the
slurry cut-off wall area.
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| Location
of Middlesex County Landfill. Click
here for larger view |
MCLF is a
double composite liner system consisting of HDPE liners
and clay. It is constructed as a lateral expansion adjacent
to the Edgeboro Landfill at two locations with a "piggyback"
section over the closed landfill to connect the areas.
Eventually the landfill will cover more than 200 ac.
of the former landfill site and is presently permitted
to reach a maximum height of 165 ft. above mean sea
level with an estimated life expectancy until year 2018.
The in-ground
bentonite clay slurry cut-off wall is keyed into either
the Raritan Fire Clay or the Passaic formation and provides
a barrier of the horizontal movement of liquid in the
Farrington Sand Formation under the landfill, thereby
isolating the site from the surrounding groundwater.
The liner system itself is considered state of the art
and consists of both clay and geomembrane components.
Owing to
the nature of the landfills piggyback design,
the stability of the closed Edgeboro Landfill is of
concern. Potential slope movement due to additional
loading from the new landfill is monitored through a
series of inclinometers that have been installed along
the perimeter of the critical interface areas. Projected
life expectancy of MCLF at the current rate of waste
placement and cover volumes being used is between 15
and 18 years.
MCLF collects
leachate from the 18-in. drainage sand layer on top
of a drainage net that is overlying an 80-mil HDPE liner.
The leachate is collected in 12-in.-diameter perforated
pipes that eventually discharge into a respective primary
pump station. The secondary collection layer consists
of 18 in. of drainage sand situated between the 80-mil
HDPE primary liner and the 60-mil HDPE secondary liner.
In this layer, there is a network of 6-in.-diameter
perforated pipes that collects any drainage and discharges
it into a secondary collection system.
As with most
landfills, the generation and control of LFG is of major
concern. Both Edgeboro Landfill and MCLF have their
own LFG extraction systems. To address this concern,
MCUA contracted with National Energy Resource Corporation
to construct an LFGTE project. This project consists
of a combination of vertical gas wells and horizontal
gas collection pipes that presently collect approximately
3,000 scfm. The LFG is transported, along with gas from
two other inactive landfillsone capped the other
uncapped and also located in Middlesex County via a
6-mi., 16-in.-diameter pipelineto an LFGTE facility
located at the MCUA Wastewater Treatment Plant site.
The LFGTE facility was designed to generate a net 16
mW of electrical energy that is utilized by the wastewater
treatment facility; any excess power is sold to the
power grid of the local utility.
Innovation
and Creativity
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| Typical
scale-house transaction |
Numerous
aspects of MCLF distinguish it from other landfill sites.
The unique design of the liner, a piggyback system,
has won awards for Fostering Excellence in Engineering
Design from both the Consulting Engineers Council of
New Jersey and the American Consulting Engineers Council.
The LFGTE project won the 2001 USEPA Landfill Methane
Outreach Program Project of the Year. In July 1996,
SWANA conducted a National Training and Certification
Program at MCLF.
Exceptional
operational aspects include the use of a sludge-derived
product from the MCUA Wastewater Treatment Plant for
daily cover and as a component in the topsoil mixing
operation; the segregation of recyclable-rich loads
that are separated into scrap metal and taken to an
outside market; the wood that is ground into another
type of alternative daily cover; and the leachate system
that discharges directly into a local county trunk sewer,
which eliminates the need for storage or recirculation
in order to reduce volume.
All of these
operations are conducted on a double-lined landfill
that is part of a site surrounded by an in-ground bentonite
slurry cut-off wall with a minimal amount of operational
personnel as compared to facilities similar in size.
In addition to typical solid waste activities, MCLF
has ventured into show business. On two separate occasions
during 2001, crews from 20th Century Fox constructed
onsite movie sets for segments of a picture titled Unfaithful,
directed by Adrian Lyne and starring Richard Gere and
Diane Lane. The landfill was also host to a television
crew from NBC that was filming a skit for the Conan
OBrien Anniversary Show.
John Trotti
is editor of MSW Management.
MSW
- September/October 2002
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