Shallow-water
Wetlands
In general, wetlands are areas where the soils
are saturated with water or there is standing water for long enough periods
for the area to support wetland vegetation such as water lilies, cattails,
sedges, bulrushes, reeds, willows, sweetgum, pin oak, willow oak, and bald
cypress. Wetlands are often referred to as swamps, marshes, sloughs, wet
meadows, river bottoms, or bogs and may be as large as the Florida Everglades
or as small as a wet spot in a field. Wetlands are extremely complex
ecosystems that provide essential habitat for a wide variety of wildlife.
Wetlands also are beneficial in storing flood water and capturing pollutants
carried by runoff, such as excessive chemical fertilizer, animal waste, and
sediments.
Naturally functioning wetland systems are very
difficult if not impossible to recreate. Nonetheless, shallow-water wetland
impoundments can be developed to provide good habitat for waterfowl, shore
birds, and other wetland dependent wildlife.
Site Selection
Site selection is the first step
to creating a successful shallow-water wetland. Suitable sites for
shallow-water wetlands should have soils with sufficient clay for building
levees (low dams or dikes) and holding water. They should be nearly level or
very gently sloping. They should also have a large enough watershed to collect
runoff or have an adjacent water source that can be diverted or pumped.
Potential sites to investigate are wet areas below pond or lake dams, portions
of crop fields that are difficult to farm because of wetness,
pastures with poor drainage, or flat lowland areas that
have a natural bottleneck that can be easily plugged. Naturally occurring
wetlands that have not been drastically disturbed should not be considered for
shallow water wetland development, but should be identified and protected.
Before any definite plans are made for a site you should consult with someone
who has experience with wetlands and wetland development, such as a KDFWR
biologist or NRCS personnel.
Permitting
The waters and wetlands of the United
States fall under the regulatory jurisdiction of the United States Department
of the Army Corps of Engineers (USACOE). Any filling or draining of the waters
and wetlands of the United States requires a USACOE 404 permit. This pertains
to all Jurisdictional Wetlands and to open fields labeled as Farmed Wetlands.
Areas labeled as Prior Converted Wetlands do not need this permitting.
Depending on the site selected for creating a
shallow-water wetland, it may be necessary to obtain appropriate permits from
the U. S. Army Corps of Engineers and the Kentucky Division of Water. Wetland
projects for wildlife may fall under general nationwide permits or a waiver
may be granted from permitting agencies. However, all permitting issues should
be addressed before any construction activities begin.
In addition to the USACOE 404 permit
requirements, it may be necessary to obtain one or more permits from the
Kentucky Division of Water. To construct a levee on a stream floodplain, a
Floodplain Construction Permit is required by the Kentucky Division of Water.
Also, if the proposed levee is to be built along, or adjacent to a stream, a
separate Kentucky Division of Water 401 Permit (Water Quality Certification)
may be required. It is important to realize that obtaining appropriate permits
does take time, and they should be obtained before construction is started.
However, for properly constructed wetlands that do not pose a threat to
property or resources downstream, permitting is usually granted.
Contact Information
USACOE Regulatory Branch PO Box
59, Louisville, KY 40201 (502) 582-5452
USACOE Regulatory Branch PO Box
1070, Nashville, TN 37202 (615) 736-5181
USACOE Regulatory Branch 167 N.
Main St. B202, Memphis, TN 38103 (901) 544-3471
USACOE Regulatory Branch
502 8th
Street, Huntington, WV 25701 (304) 529-5487
for Kentucky Division of Water contact:
Floodplain Management Section, Division of Water
14 Reilly Road, Frankfort, KY 40601 (502) 564-3410
Levee Construction
To create a shallow-water wetland, low
levees are used to impound an area that can be seasonally flooded and drained
to produce wetland habitat. Levees should be constructed to maximize surface
area impounded to an average depth of about 10 inches. To effectively manage
wetland impoundments, it is important that they are uniformly shallow. If the
area selected for wetland development has too much of a slope, it may be
necessary to create a series of smaller impoundments, to produce a step effect
and obtain more desirable water depths on each impoundment.
Similar to building a pond dam, levees should
be cored and compacted with backfill to ensure the levee has a tight seal and
water does not leak underneath. A core (key-way) of at least 10 feet wide and
deeper than any permeable layers underneath the soil surface such as a gravel
bed is necessary to prevent leakage. Trackhoes work well for coring. Levees
are generally constructed with pans and/or bulldozers depending on the size of
the wetland impoundment, and how far levee material must be moved.
Levees should be constructed with 3:1 or more
gradual slopes (for a 3:1 slope the width of the levee extends 3 feet for each
foot of elevation) and a minimum top width of 10 feet. Levees constructed to
these standards will be suited for rotational mowing and annual inspections
necessary for long-term maintenance. In most cases levees should be
constructed with a 2-foot minimum freeboard (the height of levee above normal
pool). An emergency spillway cut through undisturbed soil and not in the levee
itself should be included in levee designs to ensure excessive overflow does
not breach the levee and cause an erosion problem. Your local KDFWR biologist
or NRCS District Conservationist will be able to help you determine what
earth-moving equipment is appropriate and provide engineering assistance.
Water Control
The ability to control water levels is
essential for effective management of shallow-water wetlands. There are a
number of water control options for shallow water impoundments. For most
projects, the traditional "stoplog" or "flashboard riser"
water control structures are the best choice. These structures allow for water
to be impounded and drained with minimum effort and monitoring, and may be
"homemade" or purchased from a commercial vendor ready to install.
Water control structures should be placed at
the lowest elevation of the impoundment to permit complete draining. The
number and size of water control structures will be dependent on topography
and the size of impoundments. It is especially important that the structures
used are large enough to handle runoff from the impounded watershed (Table 1).
For example, a 9 x 18 inch prefabricated box riser with a 12-inch diameter
pipe should be able to drain about 4 inches of rain in 24 hours from a 12-acre
field.
While Table 1 does provide some useful
information, you should consult with your KDFWR biologist or NRCS district
conservationist prior to final decisions on water control structure size and
placement.
In some situations, PVC pipe with a 90 degree
elbow and an upright overflow standpipe is a relatively simple and inexpensive
way to effectively manage water levels. The standpipe is simply tipped over to
let out the appropriate amount of water, and can be turned to a fully
horizontal position for complete drainage. On very shallow impoundments or
depressions (6 to 12 inches) the wetland will often dry from natural
evaporation, so control structures may not be necessary.
Management
Flooding and Drawdowns
Most management techniques used on
man-made shallow-water wetlands are focused on waterfowl. While naturally
occurring wetland processes may be difficult to understand and duplicate,
simple water level manipulations on shallow water impoundments can produce
desirable habitat for wildlife.
The timing of seasonal flooding and draining of
wetland impoundments will determine what type of habitat is created and when
that habitat will be made available to waterfowl. The general idea is to
slowly flood an impoundment during fall, allow it to stand in shallow water
through winter, then drain the impoundment during spring and summer. This type
of flooding system creates optimum germination and growing conditions for
heavy seed-producing wetland vegetation and associated invertebrates, then it
makes those food resources available to waterfowl and shorebirds from fall to
late spring.
There are no concrete dates that work best for
draining and flooding managed wetlands. In general, 10 inches of water should
be held on wetland impoundments until late spring (May through mid-June).
Then, stoplogs should be incrementally removed from water control structures
to produce a slow draining of the wetland impoundment that does not dry out
the soil too rapidly. Slow drawdowns (2-3 weeks) usually produce better plant
establishment, seed production, and overall wildlife use than rapid drawdowns.
Stoplogs should incrementally be replaced in water control structures to
produce a slow flooding around the first of September for wood ducks and teal
or around early to mid October for most other waterfowl species. Flooding
shallow water wetlands is highly dependent on adequate rainfall. However,
pumping from a suitable water source may be feasible in some situations.
Natural Vegetation
A diverse community of plants naturally grow on
moist to wet soils. Most of these plants produce seeds that are a valuable
food source for waterfowl. Moist soils also create excellent growing
conditions for invertebrates associated with wetland vegetation, such as
insects, small snails, and clams, all of which are essential foods for
waterfowl.
Maximum seed production and waterfowl benefits
are generally achieved by maintaining heavy seed producing annual vegetation.
Without periodic disturbance, woody vegetation and other perennial plants that
will not produce as much seed will gradually dominate shallow water wetlands.
Shallow water wetlands managed for migrating waterfowl should be disked or
burned every 2 to 3 years to maintain desirable vegetation. Disking * or
burning* should be conducted early enough in the growing season to allow
enough time for moist soil vegetation to respond. In some instances invasive
annual plants such as cocklebur may quickly establish and out-compete
desirable species. When necessary, undesirable species may be controlled by
re-flooding, mowing or using herbicides.
Small Grain Plantings
Research shows that the food value and
resistance to decay of wild plants and associated invertebrates exceeds that
available in planted wetlands. However, desirable natural moist soil
vegetation such as wild millets, foxtails, beggarticks, smartweed, and sedges
may be supplemented by planting annual small grains. Planting annual small
grains in wetland impoundments can be beneficial for waterfowl during late
winter when temperatures are more severe and food resources are low. Suitable
plantings include millets, sorghums, and corn*.
Harvested Fields
Flooding active farmland can create excellent,
although short lived, habitat for migrating waterfowl and shorebirds, plus it
can improve soil fertility. Slow flooding should begin as soon after harvest
as possible. Holding as little as 6 to 10 inches of water through December and
completing a slow drawdown by early March will provide favorable water depths
for both waterfowl and shorebirds. Harvested fields can be flooded by using
permanent levees as described above or simple terraces such as those used in
rice fields. Terrace building machines and terrace plows can be effective for
building semi-permanent and temporary levees.
Forested Impoundments
Some shallow water wetlands may have a
significant portion of the impoundment covered with desirable mast-producing
bottomland hardwoods. Caution: With the exception of species such as bald
cypress, water tupelo, and willows, flooding during the growing season will
kill trees! When attempting to manage water levels on forested habitat,
flooding should begin well after leaves fall (November 1st)
and draining should be complete well before buds begin to swell (February 15th).
Flooding dates and water depths should also vary from year to year within
these general guidelines to maintain forest productivity.
Table 1. General specifications
for pipe diameter and water control structure size, based on watershed size
and rainfall (Taken from Natural Resources Conservation Service Data).
|
Round pipe
diameter (inches) |
Field Size (acres) |
Half-round riser diameter
(inches) |
Box riser size
width x depth
(inches) |
|
4 in. of rain in 24 hr. |
6 in. of rain in 24 hr. |
|
12 |
12 |
8 |
18 |
9 x 18 |
|
15 |
21 |
14 |
24 |
12 x 24 |
|
18 |
34 |
23 |
30 |
15 x 30 |
|
21 |
49 |
33 |
36 |
18 x 36 |
|
24 |
68 |
46 |
42 |
21 x 42 |
|
30 |
119 |
80 |
54 |
27 x 54 |
|
36 |
190 |
127 |
66 |
33 x 66 |
*Related Habitat How-To
References: