NEW EVIDENCE THAT ALL LANDFILLS LEAK
Starting in the 1970s and continuing throughout the 1980s,
U.S. Environmental Protection Agency [EPA] funded research which
showed that burying household garbage in the ground poisons the
groundwater. On several occasions, EPA spelled out in detail the
reasons why all landfills leak. (For example, see #37,
#71, and #116)
Then in late 1991, after several years of deliberation, EPA
chief William Reilly issued final landfill regulations that
allow the continued burial of raw garbage in landfills. (See
#268.) EPA's 1991 regulations require an expensive landfill
design: two liners in the ground and an impervious plastic cover
over the landfill after it has been filled with garbage. This is
"state of the art" technology, the very best that modern
engineers can build. However, EPA officials still expect such
landfills to fail and eventually poison groundwater.
As early as 1978, EPA knew why all landfills eventually leak.
The main culprit is water. Once water gets into a landfill, it
mixes with the garbage, producing a toxic leachate ("garbage
juice"), which is then pulled downward by gravity until it
reaches the groundwater. Therefore, the goal of landfill
designers (and regulators) is to keep landfills dry for the
length of time that the garbage is dangerous, which is forever.
Now a 1992 report from a California engineering-consulting
firm, G. Fred Lee & Associates, has examined recent scientific
studies and has confirmed once again why modern "dry tomb"
landfill technology will always fail and should always be
expected to poison groundwater.[1]
The new report, authored by Fred Lee and Anne Jones, reviews
recent evidence--much of it produced by government-funded
research--that landfill liners leak for a variety of reasons;
that leachate collection systems clog up and thus fail to
prevent landfill leakage; that landfill leachate will remain a
danger to groundwater for thousands of years; that even
low-rainfall areas are not safe for landfill placement; that
gravel pits and canyons are particularly dangerous locations for
landfills; that maintaining a single landfill's cap for the
duration of the hazard would cost hundreds of billions, or even
trillions, of dollars; that groundwater monitoring cannot be
expected to detect landfill leakage; that groundwater, once it
is contaminated, cannot be cleaned up and must be considered
permanently destroyed; and that groundwater is a limited and
diminishing resource which modern societies grow more dependent
on as time passes.
A 1990 examination of the best available landfill liners
concluded that brand-new state-of-the-art liners of high density
polyethylene (HDPE) can be expected to leak at the rate of about
20 gallons per acre per day (200 liters per hectare per day)
even if they are installed with the very best and most expensive
quality-control procedures.[2] This rate of leakage is caused by
pinholes during manufacture, and by holes created when the seams
are welded together during landfill construction. (Landfill
liners are rolled out like huge carpets and then are welded
together, side by side, to create a continuous field of
plastic.) Now examination of actual landfill liners reveals that
even the best seams contain some holes.
In addition to leakage caused by pinholes and failed seams,
new scientific evidence indicates that HDPE (high density
polyethylene, the preferred liner for landfills) allows some
chemicals to pass through it quite readily. A 1991 report from
University of Wisconsin shows that dilute solutions of common
solvents, such as xylenes, toluene, trichloroethylene (TCE), and
methylene chloride, penetrate HDPE in one to thirteen days. Even
an HDPE sheet 100 mils thick (a tenth of an inch)--the thickness
used in the most expensive landfills) is penetrated by solvents
in less than two weeks.
Another problem that has recently become apparent with HDPE
liners is "stress cracking" or "brittle fracture." For reasons
that are not well understood, polyethylenes, including HDPE,
become brittle and develop cracks. A 1990 paper published by the
American Society for Testing Materials revealed that HDPE liners
have failed from stress cracks in only two years of use.
Polyethylene pipe, intended to give 50 years of service, has
failed in two years. Lee and Jones sum up (pg. 22), "While the
long-term stability of geomembranes (flexible membrane liners)
in landfills cannot be defined, there is no doubt that they will
eventually fail to function as an impermeable barrier to
leachate transport from a landfill to groundwater. Further, and
most importantly at this time, there are no test methods, having
demonstrated reliability, with which to evaluate long-term
performance of flexible membrane liners."
Recent scientific studies of clay indicate that landfill
liners of compacted clay leak readily too. For example, a 1990
study concludes,
[I]F A NATURALLY OCCURRING CLAY SOIL IS COMPACTED TO HIGH
DENSITY, THEREBY PRODUCING A MATERIAL WITH VERY LOW HYDRAULIC
CONDUCTIVITY, AND IF IT IS MAINTAINED WITHIN THE SAME RANGES OF
TEMPERATURE, PRESSURE, AND CHEMICAL AND BIOLOGICAL ENVIRONMENT,
IT WOULD BE EXPECTED TO FUNCTION WELL AS A SEEPAGE BARRIER
INDEFINITELY. IN WASTE CONTAINMENT APPLICATIONS, HOWEVER,
CONDITIONS DO NOT REMAIN THE SAME. THE PERMEATION [PENETRATION]
OF A COMPACTED CLAY LINER BY CHEMICALS OF MANY TYPES IS
INEVITABLE, SINCE NO COMPACTED CLAY OR ANY OTHER TYPE OF LINER
MATERIAL IS EITHER TOTALLY IMPERVIOUS OR IMMUNE TO CHEMICAL
INTERACTIONS OF VARIOUS TYPES.
The 1992 study by Lee and Jones is an excellent resource for
anyone wanting to understand why landfills always fail. In their
footnotes, they cite 18 other studies of landfill problems that
they themselves have authored, so their expertise is
unquestionable, their information reliable, their arguments
solid.
There has been sufficient scientific evidence available for a
decade to convince any reasonable person that landfills leak
poisons into our water supplies, and are therefore anti-social.
The question remains: what will it take to convince
government--specifically EPA--to base policy on its own
scientific studies and its own understanding?
The new EPA administrator is Carol M. Browner, an avowed
environmentalist from Florida. Asked to describe Ms. Browner's
style, John Sheb, head of Florida's largest business trade
association, said: "She kicks the door open, throws in a hand
grenade, and then walks in to shoot who's left. She really
doesn't like to compromise."
Maybe Ms. Browner could start with a wake-up grenade in the
Office of Solid Waste.
--Peter Montague, Ph.D.
===============
[1] G. Fred Lee and Anne R. Jones, MUNICIPAL SOLID
WASTE MANAGEMENT IN LINED, "DRY TOMB" LANDFILLS: A
TECHNOLOGICALLY FLAWED APPROACH FOR PROTECTION OF GROUNDWATER
QUALITY (El Macero, Calif.: G. Fred Lee & Associates, March,
1992). Available from: G. Fred Lee & Associates, 27298 East El
Macero Drive, El Macero, CA 95618-1005. Phone (916) 753-9630. 67
pgs.; free.
[2] Rudolph Bonaparte and Beth A. Gross,
"Field Behavior of Double-Liner Systems," in Rudolph Bonaparte
(editor), WASTE CONTAINMENT SYSTEMS: CONSTRUCTION, REGULATION,
AND PERFORMANCE [Geotechnical Special Publication No. 26] (New
York: American Society of Civil Engineers, 1990), pgs. 52-83.
Descriptor terms: landfilling; liners; leachate collection
systems; groundwater; epa; waste disposal technologies; hdpe;
waste treatment technologies; msw;
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