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A summary of the Kansas City Corps of Engineers
Memorandum of March 2, 2000.
The first five paragraphs give a brief history of the Missouri River
Bank Stabilization and Navigation Project. The memorandum
then continues as follows:
"In 1981, construction of the BSNP (Bank Stabilization and
Navigation Project) was declared officially complete. The project
then entered its operational phase, which consists of maintaining the
existing dikes and bank paving (rock structures) to elevations
sufficient to maintain the project. The elevation of a particular
structure is determined by its intended purpose and its location in the
river. Construction of additional structures is limited to a few
isolated locations where changes in the river threaten the authorized
project.
"The design of the project does not require that both banks be
paved with rock, only that the outer bank be paved to a specific
elevation the area between the dikes is an erosion-deposition zone.
The banks within this zone will move landward or riverward depending on
long term average flows. Sustained high average flow with short
term fluctuations tend to result in bank formation. The existing
system or structures will prevent the bank from eroding to the point
that the location of the river will change. Conversely, the
erosive force of the flowing water will prevent the banks from moving
too far riverward which could unduly restrict flow conveyance.
"In general, the performance of the project is not impacted by
minor changes in the location of the banks; therefore, rocking of the
banks between the dikes has never been a component of the project.
paving of the inner bank is only accomplished when erosion of the bank
threatens the performance of existing river structures or when public
infrastructure or a federal levee is threatened.
"Embarking or a program of extensively paving the inner bank
(What about some hard points?) would add a significant component to the
BSNP (Bank Stabilization and Navigation Project). The Corps
has no authority or funding to add this component to the project.
Additionally, a program of spot paving for reasons other than those
listed above would divert already limited funding way from maintenance
of the existing structures.
"During extended periods of normal to low flows, the lack of active
bank erosion can give property owners the impression that the location
of the bank is constant over time. That perception can lead
to construction of improvements, such as levees, cabins, boat ramps,
etc., within close proximity to the bank and active river currents.
However, extended periods of high flows can result in bank erosion and
possible damage to constructed improvements along or near the riverbank.
It should be encouraged to locate all landward of the high bank, in most
cases 400-500' to limit the potential for damage."
Items not addressed in the memorandum which might need to be considered:
1. Whether any bank erosion that is caused by
any engineering structure should be repaired by the Corps, whether or
not the structure is necessary for navigation or wildlife conservation?
2. Whether any navigation or wildlife
conservation structure should be installed, or modified so as to cause
erosion of private property?
3. Whether any notch found in a dike or
revetment or other navigation or wildlife conservation structure, which
causes erosion of private property, will be promptly filled upon
complaint by the landowner whose property is being eroded?
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