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Section 7 Environmental Effects of the Selected Plan
EAA Storage Reservoirs Revised Draft PIR and EIS February 2006
7-5
However, the proposed project’s footprint currently is dominated by the
disturbed agricultural land and associated features (roads, staging areas).
According to an interagency wetland assessment of the site, including the area
proposed for the STA placement, 206 acres of functional wetland habitat would
be removed by the project construction (USFWS, 2003).
A 200-foot buffer area is proposed for creation along the east, north, and western
boundaries of the reservoir. This seepage buffer will extend 200 feet from the
base of the embankment. It will provide both seepage control and wildlife
habitat within the project footprint, encompassing a total of 560 acres. The
design of the buffer is to mimic an upland-wetland mosaic and allow for
maintenance of the reservoir embankment. The first 50 feet of the buffer will be
an upland maintenance corridor. From 50 to 100 feet, the buffer area would be
regarded post-construction to the existing grade and allowed to re-vegetate
naturally as a wetland. From 100 to 200 feet, the buffer area would contain a
deeper (-2 feet elevation from existing) excavated wetland interspersed with tree
islands sloped to 4 feet above existing grade. Tree islands will be approximately
50 feet wide, and occupy approximately 75% of the total length of linear feet of
buffer area. Therefore, approximately 95 acres of tree island habitat will be
provided within the buffer. Wetlands created and restored in the buffer
footprint will be approximately 404 acres of wetland habitat. The wetland
portions would be hydrated by rainfall, seepage from the reservoir, and perhaps
groundwater “backed up” from the cut-off walls. The elevated tree islands will
be planted with native tree vegetation of appropriate species.
In addition, a littoral shelf would be constructed within the seepage canal
surrounding the seepage buffer and project site. The littoral zone will be located
along the length of the seepage canal for approximately 110,000 feet. The shelf
would be approximately 30 feet wide. The first 15 foot wide section would be
contoured to a 1V:5H slope. The second 15 foot wide section would be contoured
to a 1V:2H slope. The littoral shelves would be constructed by scraping the peat
layer adjacent to the canals. The shelf should provide an estimated 76 acres of
habitat for fish and wildlife, especially wading birds.
The STA component would convert approximately 1,495 acres of agricultural
land to a shallow, long-hydroperiod, vegetated wetland for the purposes of
removal of nutrients. This will add wetland functionality, but may not be
suitable for wildlife habitat.
A significant EAA study objective is to reduce lowering of Lake Okeechobee for
EAA irrigation withdrawals during the dry season and reduce discharges of
storm water by back-pumping into the Lake during the rainy season. The
overall potential effect is a reduction in extreme lake levels, both high and low;
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