National Wildlife Federation Comments on Devils Lake outlet
Corps of Engineers Draft Environmental Impact Statement
Page 7
-project:
In fact, overriding everything else, as it turns out, has
been the necessity that such introduction be prevented at all
costs
Unlike some other adverse consequences that can be minimized by
additional mitigating measures or by cessation of operation of
the Project, remedial measures to control unwanted exotics are
oftentimes futile and, what makes it even more difficult, is that
it may be some years before the full adverse impact is apparent.
The Boards conclusion was that the implementation of their
proposals would virtually eliminate any direct transfer by GDU of
fish, fish eggs, fish larvae and fish parasites and would reduce
the risk of transfer of fish diseases to the Hudson Bay Drainage
Basin. The Board rated the [double 40 mesh phosphor bronze] fish
screen and the closed system together, as described in the
Boards report, as a means which would be effective and
feasible in meeting the objective assigned to it.
There is no question in the Commissions mind that the
Boards recommendations greatly reduce the risk of an
unintentional transfer. There would be two lines of defense,
either one of which by itself might accomplish the desired
result
The Commission gives great weight to the
Boards opinion that these two lines of defense will work.
At the same time, the Commission must weigh the consequences to
Canada if the Board is wrong. Were the potential biological
consequences to the Hudson Bay ecosystem predictable in manner
and extent, the Commission might accept the Boards
approach. The Board has reduced the risk of a biological
time bomb but not eliminated it. The Commission is
concerned that even with the best engineering talent available
and with the best operating practices possible, the very
complexity of the scheme, the immensity of the physical features,
the large number of human beings involved in carrying out the
responsibility, and the possible mechanical failure, what cannot
happen, will happen
(International Joint Commission, 1977)
In the case of the Pelican Lake 300 cfs outlet, the Corps
proposes to rely on a single line of defense against biota
transfera fish screen, which if it doesnt fail over
the 50-year life of the project, would exclude 15 to 20 pound
adult striped bass.
Meanwhile, the Corps cites a Biota Transfer Risk Analysis which
recommended that:
surveys for the following invasive species (at a
minimum) be carried out in Devils Lake before the outlet begins
operation: rusty crayfish, spiny water flea, zebra mussel, and
Chinese mystery snail and relatives. (DEIS Appendix C, p.
C-77)
but no information is provided about whether the surveys will
actually be conducted, what their sampling designs will be, who
will pay for them, who will conduct them, and when they might be
completed. Instead, the Corps proposes to proceed with the
construction of a $125 million Pelican Lake 300 cfs outlet to the
Sheyenne River before knowing whether the risk of biota transfer
may prevent it from ever being used.
Mythical Mitigation
According to the DEIS:
The outlet itself would consist primarily of a buried
pipeline with open channel features restricted to areas along
Highway 281 north of Minnewaukan and would not require
mitigation. (DEIS Appendix C, pp. C-138-139)
However:
Construction and operation of an outlet from Devils Lake
would require the development and implementation of a mitigation
plan to compensate for unavoidable adverse effects. General
geographic areas of potential impact would be Devils Lake, the
outlet route, the Sheyenne River, Lake Ashtabula, and the Red
River. Investigations to date indicate the greatest potential for
significant adverse impacts to natural resources, cultural
resources, and downstream water users is associated with
increased flows and water quality changes in the Sheyenne
River. (DEIS p. 5-92-93)
but:
Many of the effects associated with operation of an outlet
cannot be readily quantified. (DEIS p. 5-96)
and:
Because of the inability to accurately predict project
impacts associated with operation, an extensive resource
monitoring program will be required. The monitoring will be
necessary to quantify specific impacts and identify acceptable
mitigation measures. (DEIS p. 5-93; Appendix C, p. C-139)
In view of the fact that:
Many of the potential effects involve long-term changes to
existing ecosystems that may not be readily noticeable or
quantified without extensive monitoring programs. (DEIS p.
5-96)
how does the DEIS propose that mitigation might be accomplished
for the potentially severe and long-lasting impacts of operation
of the proposed Pelican Lake 300 cfs outlet? These include:
Substantial changes in the flow of the Sheyenne River resulting
in up and down flows with sudden and extreme fluctuations in flow
that will make it difficult for species to adapt to habitat
conditions (DEIS p. 5-48),
Increased erosion and sedimentation (DEIS p. 5-52) and changes in
water quality, hydrology, geomorphology and habitat that could
result in substantial changes in aquatic biota in the Sheyenne
River (DEIS p. 5-53),
Adverse influence on fish reproduction and lost-year classes of
fish and decreased diversity and density of aquatic species in
the Sheyenne River (DEIS p. 5-53)
Water quality changes that would be devastating to unionids in
the upper Sheyenne River (DEIS p. 5-102),
The elimination of flow sensitive habitats, such as riffles where
shallow, fast habitats predominate, in the upper Sheyenne River
where stages are projected to increase up to 3 feet (DEIS
Appendix C, p. C-38),
Changes in the aquatic community in the Sheyenne River above Lake
Ashtabula that would persist for many years after outlet
operation ceases (DEIS Appendix C, p. D-31)
Higher flows that may exacerbate streambank erosion and threaten
farmstead structures and residences along the river (DEIS p.
4-10),
Exacerbated flooding in the Sheyenne River that could damage
agricultural property, including lands, equipment and structures
(DEIS p. 5-12), and
The increased risk of biota transfer (DEIS p. 5-56).
According to the DEIS:
Potential mitigation features could [emphasis added]
include acquisition of key riparian blocks of lands, plantings,
erosion control, fish structures, fish stocking, and vegetation
management. (DEIS Appendix C-141)
Therefore:
A possible mitigation plan could [emphasis added] include
purchase and management of strategic blocks of riparian lands
along the upper and lower Sheyenne River. (DEIS p. 5-97)
Management measures could [emphasis added] include
plantings, erosion control structures, fish structures, and
vegetation management. (DEIS p. 5-97)
except:
This would be implemented after operation has ceased
[emphasis added] in order to allow the terrestrial and aquatic
ecosystems to recover. (DEIS p. 5-97)
and:
For most pumping alternatives, pumping begins May 1, 2005
and occurs throughout the 50-yrs. For other Pelican Lake
alternatives, pumping begins May 1. 2006. (DEIS Appendix A,
p. A-40)
and:
Changes in the aquatic community would persist for many
years after outlet operation ceased, especially on the Sheyenne
River above Lake Ashtabula. (DEIS Appendix D, p. D-31)
The flow impacts due to a Pelican Lake alternative could be
dramatic, particularly in the upper Sheyenne River, which is
essentially isolated from recolonization sources. (DEIS p.
5-102)
Some of the aquatic losses would not be mitigated; for
example, loss of invertebrates, loss of fish year classes, loss
of wetted usable area due to increased channel width, and changed
channel morphology. (DEIS p. 5-97)
Therefore, this approach would delay mitigation of the impacts of
the operation of the outlet for 50 years and would result in many
significant impacts to the aquatic ecosystem of the Sheyenne
River not being mitigated.
Consequently, the DEIS suggests that:
Mitigation could also be implemented in other basins, which
are also tributaries to the Red River. This would eliminate the
problems associated with the continued operation of the outlet
but would shift the burden of mitigation onto others not
otherwise impacted by the project. (DEIS p. 5-97)
The DEIS neglects to mention that none of the other tributaries
to the Red River are remotely similar hydrologically,
morphologically and ecologically to the 460 miles of the Sheyenne
River below the proposed Pelican Lake outlet, so the impacts to
the Sheyenne River cannot be mitigated in other basins.
The cost estimates for these mitigation alternatives
are based primarily on mitigation of terrestrial impacts (DEIS p.
5-97), but:
A similar approach for estimating mitigation costs for
losses to aquatic habitat is not appropriate. Two approaches
would be possible for cost estimating. Some of the aquatic losses
would not be mitigated; for example, loss of invertebrates, loss
of fish year classes, losses of wetted usable area due to
increased channel width, and changed channel morphology.
In the absence of similar guidelines for estimating aquatic
mitigation costs, one approach is to assume 5 percent of the
total project cost is set aside for aquatic mitigation
features
Aquatic mitigation features include streambank
stabilization, in-stream structures, and fish stocking. As
described above some impacts would not be mitigated.
Another approach, which was used for the analysis in this report,
is to assume that some aquatic mitigation could be accomplished
through the management of riparian lands. Controlling erosion and
providing a stable and vegetated streambank could [emphasis
added] mitigate some [emphasis added] aquatic impacts. By
maintaining a healthy riparian zone, aquatic resources impacts
could [emphasis added] be minimized or populations could
reestablish themselves after the outlet has ceased operation
[emphasis added]. The acquisition of key riparian areas could
[emphasis added] provide both terrestrial and aquatic
benefits
(DEIS p. 5-98)
It is evident, therefore, that the Corps (1) does not know what
the impacts of operation of the proposed Pelican Lake 300 cfs
outlet will be, (2) it has no plan for mitigating those impacts,
(3) it does not know if the impacts can be mitigated, and (4) it
already has written off the mitigation of impacts to aquatic
resources. Faced with the daunting task of developing an
effective plan to mitigate the impacts of the project, the DEIS
finally dismisses the matter with the cursory statement that:
Monitoring to determine the actual magnitude of effect is
perhaps the best mitigation. Further mitigation can then be
designed to address actual impacts. (DEIS p. 5-102)
According to the DEIS:
Areas that would require monitoring include, but may not be
limited to, groundwater, erosion, sedimentation, aquatic habitat,
biota transfer, water quality, riparian vegetation, cultural
resources, soil salinity, surface water users, and endangered
species. Monitoring is a major component of the proposed
mitigation package [emphasis added]. (DEIS p. 5-94)
Extensive monitoring programs for Devils Lake and along the
Sheyenne and Red Rivers are being designed and will be proposed
[emphasis added] for implementation prior to operation of the
outlet. Potential [emphasis added] monitoring programs include
groundwater monitoring, water quality monitoring, soil salinity
monitoring, establishment of long-term survey stations to assess
aquatic ecosystem changes, including channel morphology, fish
surveys, benthic/nektonic surveys and mussel surveys, and the
establishment of vegetation survey transects along the Sheyenne
River riparian corridor to monitor vegetation changes, monitoring
downstream water users to determine changes in treatment
procedures and costs. (DEIS p. 5-96)
Of course:
Monitoring would require a long-term commitment of time and
funds. It is assumed that monitoring would be required for the
life of the project or until agency coordination determines it is
no longer necessary. (DEIS p. 5.94)
The DEIS states that:
Monitoring costs should be considered as part of the
mitigation cost of the project. (DEIS p. 5-96)
but it does not suggest any mechanism for assuring that funds
will continue to be appropriated to cover the costs of monitoring
environmental impacts over the 50-year life of the project, or to
cover the costs of mitigating the impacts that are identified.
Once the outlet is built and operating in 2005, the North Dakota
congressional delegation certainly will have little incentive to
seek appropriations to identify and mitigate adverse impacts of
the project.
So, who will conduct the monitoring and implement the mitigation
plan for the proposed outlet from Devils Lake?
Coordination with Federal, State, and local agencies and
interest groups will be required to implement the monitoring and
mitigation program. (DEIS p. 5-93)
What local agencies and interest groups? Certainly not the Devils
Lake Joint Water Resource Board or the Devils Lake Emergency
Management Committee, both of whom deny that any significant
adverse downstream impacts would occur from operation of the
outlet and lack the technical expertise to identify them when the
do. State agencies? Certainly not the North Dakota State Water
Commission which, under a directive of the Governor, is proposing
to build a 300 cfs West Bay outlet and operate it with only the
most perfunctory monitoring of impacts. What Federal agencies?
The U. S. Fish and Wildlife Service? It is not the Services
responsibility to monitor and mitigate the environmental impacts
of other Federal agencies projects.
Responsibility for monitoring and mitigation of the environmental
impacts of the Corps proposed Pelican Lake 300 cfs outlet
rests squarely the Corps, and a revised DEIS should recognize
that and deal with that responsibility in a substantive and
straightforward manner.
But, what about mitigating the impacts of biota transfer?
No mitigation feature can be said to be 100 percent
effective in eliminating the risk of biota transfer."
(DEIS p. 5-56)
So, what does the DEIS propose?
To minimize the risks of transfer of undesirable biota into
waters downstream from the outlet, monitoring and outreach
programs could [emphasis added] be implemented. These could
include monitoring water chemistry at the outlet, at Lake
Ashtabula, and at the Sheyenne Rivers mouth at a
minimum. (DEIS p. 5-100)
But, of course, monitoring water chemistry will do nothing to
detect undesirable biota or mitigate the impacts of their
introduction to the Hudson Bay Basin. Anything else?
Biotic monitoring programs could [emphasis added] also be
enacted to create an alert system that would be triggered if
exotic species are found in Devils Lake or in the Sheyenne River.
These programs could [emphasis added] include public education
regarding boat and trailer cleaning and identification of exotic
fish species (e.g., zander, grass carp), and surveillance of
boats and trailers by government officials at public launch
sites. (DEIS p. 5-100)
Of course, the absurdity of suggesting that a monitoring program
would be effective in detecting even large exotic species such as
zander and grass carp in the 132,000-acre Devils Lake in time to
prevent their being transferred by the outlet to the Hudson Bay
Basin is demonstrated by the fact, pointed out above, that zander
were undetected in the 600-acre Spiritwood Lake for 8 years
despite intensive sampling by the North Dakota Game and Fish
Department, and grass carp have survived in the lake in very low
numbers for two decades.
Furthermore, monitoring simply may detect the presence of
undesirable biota, but it does nothing to prevent their
transferparticularly if they already have reached the
Sheyenne Riveror to mitigate the impacts of such a
transfer. As the International Joint Commission pointed out:
remedial measures to control unwanted exotics are
oftentimes futile and, what makes it even more difficult, is that
it may be some years before the full adverse impact is
apparent. (International Joint Commission, 1977)
It is abundantly clear from the DEIS that the Corps not only does
not have a mitigation plan for the proposed Pelican Lake 300 cfs
outlet, but it then claims that monitoring is a major component
of the projects mitigation package when it does
not have a monitoring program, either, or know how it would be
funded or who would conduct itor even if it would be
effective in identifying impacts.
There could not be a more clear or blatant violation of the
mandate of the National Environmental Policy Act for Federal
agencies to known the impacts of their actions before taking
them.
U. S. Army Corps of Engineers Environmental Operating Principles
On March 26, 2002, Chief of Engineers Lt. General Robert Flowers
announced new Corps of Engineers Environmental Operating
Principles to guide the Corps in all of its works:
The Principles:
Strive to achieve environmental sustainability. An environment
maintained in a healthy, diverse and sustainable condition is
necessary to support life.
Recognize the interdependence of life and the physical
environment.
Proactively consider environmental consequences of Corps programs
and act accordingly in all appropriate circumstances.
Seek balance and synergy among human development activities and
natural systems by designing economic and environmental solutions
that support and reinforce one another.
Continue to accept corporate responsibility under the law for
activities and decisions under our control that impact human
health and welfare and the continued viability of natural
systems. [Emphasis added]
Seek ways and means to assess and mitigate cumulative impacts to
the environment; bring systems approaches to the full cycle of
our processes and work.
Build and share an integrated scientific, economic, and social
knowledge base that supports a greater understanding of the
environmental impacts of our work.
Respect the views of individuals and groups interested in Corps
activities, listen to them actively, and learn from their
perspective in the search to find innovative win-win solutions to
the nations problems that also protect and enhance the
environment.
As the preceding comments document, the DEIS repeatedly violates
every one of these principles. Therefore, a revised DEIS should
discuss, substantively and specifically, how it has been modified
to comply with these principles in each of the areas outlined in
these comments.
Conclusions
The DEIS is based on a flawed scoping process that discouraged
and frustrated public participation.
The DEIS inappropriately employs tiering of the analysis of the
environmental impacts of the proposed Pelican Lake 300 cfs outlet
in order to segment the analysis of those impacts and avoid their
disclosure until after the decision has been made as whether to
build the project.
The DEIS fails to consider the cumulative impacts of other
related and reasonably foreseeable projects, including the Red
River Valley Water Supply Project, an inlet to deliver Missouri
River water to Devils Lake, and the State of North Dakotas
temporary emergency outlet from Devils Lake to the
Sheyenne River.
The Corps lacks congressional authorization to complete and
operate an outlet from Devils Lake to the Sheyenne River.
The proposed Pelican Lake 300 cfs outlet would have severe and
long-lasting adverse impacts on the Sheyenne River under moderate
future conditions. Although, the DEIS does not describe the
environmental impacts of the proposed Pelican Lake 300 cfs outlet
under the wet future scenario, they would be
substantially more severe.
All Devils Lake outlet alternatives discussed in the DEIS would
either be ineffective in preventing the continued rise of the
lake or they would cause unacceptable downstream impacts, and
none of the outlet alternatives have positive benefit/cost ratios
under standard economic analyses. Therefore, the outlet
alternatives are neither technically sound nor economically
justified.
The proposed Pelican Lake 300 cfs outlet is estimated to cost
$125 million, but because the lake would continue to rise another
10 feet under the wet future scenario even with the
outlet, an additional $300-400 million would still have to be
invested in infrastructure protection measures, bringing the
total cost of this alternative to $425-$525 million.
The wet future scenario upon which the proposed
Pelican Lake 300 cfs outlet is justified is a manufactured set of
conditions created to result in just enough precipitation to
cause Devils Lake to overflow without the outlet, but not
overflow with the outlet. This artificial scenario has no basis
in reality and has a zero probability of occurring.
The DEIS suggests that because of the low probability that the
conditions will occur that are necessary to justify the proposed
Pelican Lake 300 cfs outlet, the outlet should be viewed as an
insurance policy rather than as an investment. However, the
outlet neither guarantees that the lake will not continue to rise
and overflow nor provides compensation if it does. Therefore, it
should be more accurately viewed as a $125 million lottery ticket
with virtually no chance of winning.
There is no evidence in the geologic record to support
speculation that an overflow of Devils Lake would result in the
natural outlet eroding down 9 feet and releasing 6,000 cfs of
water and 400,000 cubic yards of sediment into the Sheyenne
River. Moreover, if the level of Devils Lake were to approach the
overflow elevation, measures would be implemented to prevent
erosion of the outlet.
The DEIS fails to address wetland drainage in the Devils Lake
Basin and its contribution to the rise of the lake, it
significantly underestimates the potential for wetland
restoration in the upper Devils Lake Basin to reduce flooding
problems at the lake, and it disregards the effects of continuing
wetland drainage in reducing the efficacy of the proposed Pelican
Lake 300 cfs outlet and other publicly funded measures to deal
with flooding problems at Devils Lake.
The DEIS significantly inflates the value of non-urban lands
around Devils Lake that already have been flooded and, by
implication, those that would be flooded if the lake continues to
rise with or without the outlet. The result is exaggeration of
the benefits of preventing those losses.
Although flooding at Devils Lake has resulted in personal
hardships for those residents living adjacent to the lake, the
influx of some $350 million in Federal funds and the thriving
tourist industry based on the outstanding sport fishery that has
developed at Devils Lake, combined with generous compensation of
affected homeowners by Federal agencies, have substantially
blunted the economic impacts of the rise of the lake.
The potential for transfer of foreign biota from Devils Lake to
the Hudson Bay Basin by an outlet from Devils Lake is a major
issue, and its resolution is complicated by the paucity of
information on the biota of Devils Lake, the potential for
introduction of new damaging species into Devils Lake, and the
absence of effective measures to mitigate the impacts of biota
transfer if it should occur.
The DEIS fails to provide a detailed discussion of the
environmental impacts of the operation of the proposed Pelican
Lake 300 cfs outlet, it acknowledges that it may not be possible
to mitigate some impacts to aquatic resources, it does not
include a plan to mitigate impacts that already have been
identified, and it does not include a plan to monitor the impacts
of the project and implement mitigation measures for those that
are identified in the future.
The DEIS violates each of the Corps of Engineers recently
released Environmental Operating Principles.
The DEIS is procedurally faulty, conceptually flawed, technically
deficient and legally defective. The inadequacies are so
fundamental and the deficiencies are so pervasive that the Corps
has no recourse under the law except to withdraw the DEIS and
begin the NEPA process anew to produce an environmental impact
statement that complies with both the letter and the sprit of the
National Environmental Policy Act.
Despite its profound shortcomings, the DEIS is forced to
acknowledge the inescapable conclusions that:
The outlet plan that has been preliminarily selected for
design is not economically justified using methods that would
determine the expected benefits by producing probability-weighted
benefits and costs. (DEIS p. 1-S-7)
implementation of the Continued Infrastructure
Protection within the basin is economically justified, and may in
fact represent the most economically defensible approach to flood
damage management at the lake. (DEIS p. 4-14)
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