(a) Bank stabilization
activities necessary for erosion control or prevention, such as vegetative
stabilization, bioengineering, sills, rip rap, revetment, gabion baskets,
stream barbs, and bulkheads, or combinations of bank stabilization techniques,
provided the activity meets all of the following criteria:
1. No material is placed in excess of the
minimum needed for erosion protection;
2. The activity is no more than 500 feet in
length along the bank, unless the Agency waives this criterion by making a
written determination concluding that the activity will result in no more than
minimal adverse environmental effects (an exception is for bulkheads - the
Agency cannot issue a waiver for a bulkhead that is greater than 1, 000 feet in
length along the bank);
3. The
activity will not exceed an average of one cubic yard per running foot, as
measured along the length of the treated bank, below the plane of the mean or
ordinary high water line, unless the Agency waives this criterion by making a
written determination concluding that the activity will result in no more than
minimal adverse environmental effects;
4. The activity does not involve dredging or
filling into special aquatic sites, unless the Agency waives this criterion by
making a written determination concluding that the activity will result in no
more than minimal adverse environmental effects;
5. No material is of a type, or is placed in
any location, or in any manner, that will impair surface water flow into or out
of any state-assumed water;
6. No
material is placed in a manner that will be eroded by normal or expected high
flows (properly anchored native trees and treetops may be used in low energy
areas);
7. Native plants
appropriate for current site conditions, including salinity, must be used for
bioengineering or vegetative bank stabilization;
8. The activity is not a stream
channelization activity; and
9. The
activity must be properly maintained, which may require repairing it after
severe storms or erosion events.
(c) Temporary structures, fills, and work,
including the use of temporary mats, necessary to construct the bank
stabilization activity.
1. Appropriate
measures must be taken to maintain normal downstream flows and minimize
flooding to the maximum extent practicable, when temporary structures, work,
and fill [including cofferdams] are necessary for construction activities,
access fills, or dewatering of construction sites.
2. Temporary fills must consist of materials,
and be placed in a manner, that will not be eroded by expected high flows or
stormwater.
3. After construction,
temporary fills must be removed in their entirety and the affected areas
returned to pre-construction elevations.
4. The areas affected by temporary fills must
be revegetated.