Decomp
 
 

South Florida Anglers For Everglades Restoration

 

Dedicated to Preserving Our Fishery

Committed to Restoring the Everglades

 

DECOMP* Adaptive Management Plan

 DAMP - January 2006

 

*DECOMP is the CERP project entitled: Decompartmentalization and Enhanced Sheetflow for WCA-3.

What is DECOMP?

 

DECOMP is the “keystone” of Everglades Restoration. To significantly enhance the environmental conditions of the Everglades, DECOMP will provide a continuous flow of clean water at the northern reaches of WCA-3A and an ecologically robust pathway for this flow across both the central and southern Everglades. The DECOMP process was put on hold in early 2005 for the reason that current computer models do not adequately address some of the important ecological responses to Decompartmentalization, nor do they address some important stakeholder concerns about canal backfilling.

 

What is the DAMP?

 

DAMP is a science-based, cooperative, multi-agency plan for combining data mining, historical analysis, physical models, and evaluation tools for finding the best restoration design for the DECOMP project without compromising water supply or flood control.  It is a common sense, fiscally responsible pilot study to address Section 601(h)(3) in WRDA 2000, which states that CERP will use Adaptive Management to reduce uncertainties and incorporate new information into planning, implementation and operation of the restoration effort. 

 

What is adaptive management for DAMP?

 

Adaptive management can be very generally described as “learning by doing” and as such, for the DECOMP project it is an organized means of identifying and reducing key uncertainties, allowing managers to move forward in the face of limited knowledge. Several key questions for DECOMP include:

a.       How do levees and levee modifications affect sheetflow, ridge and slough landscape structure and function, and Everglades vegetation and wildlife?

b.      What are the differential effects of partial versus more extensive backfilling of canals on hydrology, sediment, vegetation, and wildlife?

 

Why was WCA-3B selected as the site for the DAMP Physical Model?

 

Basically, WCA-3B was selected as the site of a physical model by an interagency DAMP design team because its orientation, hydrology, and ecological history addressed the broadest range of questions with the greatest amount of scientific rigor.

WCA-3B is a region of the Everglades with the greatest amount of scientific uncertainty and the largest amount of relevance for other regions. As the “middle-of-the-center” of DECOMP, WCA-3B is the key to the recovery of the historic flow pattern of the central and southern Everglades, aerial increase of slough in 3B, preventing seepage into commercial regions, restoring hydroperiods and flows to Shark River Slough, and creating healthy salinity patterns in Florida Bay. At the same time, it is not clear how tree islands in 3B will respond to deeper waters, or how the L-67 canals might support exotic fish, or whether sediment transport is the mechanism that must be restored to restore microtopography to 3B.

 

What are the risks associated the DAMP?

 

DAMP could be perceived by the public as a delay and lack of commitment to DECOMP by the Corps and the District. There could be cries from concerned citizens that the Corps “already knows enough” and that the Corps can proceed with DECOMP “by just restoring the natural hydrology.” There is some truth to these claims and that is why the Corps has made it clear to the public and other agencies that DAMP will accelerate ecological benefits by addressing current landscape uncertainties so that DECOMP can maximize the “bang-for-the-buck.”

A second risk of the DAMP is potential misuse and misinterpretation of short-term results from the 5-year physical model.   The physical model for DAMP is being implemented in an environment that still includes significant constraints on hydrologic parameters such as flow and stage. Therefore, interpretation of the results of the DAMP physical model needs to take into account the known constrained environment

 

PROPOSED FEEDBACK ON “BOLD DECOMP” CONCEPT

The following comments are provided to the Task Force as feedback on the proposal

presented by the Army at the September Task Force meeting to take advantage of the

“Mod Waters” Project by exploring more aggressive options in the Phase 1 of the CERP

Decomp component. The Army’s proposal included two central concepts for

consideration in the initial phase of the Decomp project—an aggressive option to open up

the Southern Everglades to sheet flow and a revised “pipeline” approach for dealing with

“Savings Clause” requirements in South Florida. The committee understands that if

selected for further consideration, these concepts would be fleshed out as part of the

ongoing Decomp PIR development process and compared with other options developed

by the Project Delivery Team (PDT). The ultimate decision (and ROD) would occur at

the end of that full NEPA process and construction would begin after completion of the

“Mod Waters” project.

In general, the committee believes that the proposal—as a total package, or as separable

elements--has the potential to address important objectives that are fundamental to

restoration of the central Everglades, including:

Enhancement of sheet flow and ecological connectivity among Water

Conservation Areas and Everglades National Park.

Restoration of a more natural capacity to handle extreme high-water events

Improved capability and flexibility for conveyance of water from north to south

Improved management flexibility to deal with high lake stages and reduce

damaging discharges to the northern estuaries

The committee discussed and received feedback from agency staff and private sector

stakeholders on a wide variety of topics and issues. Some of the feedback was broadly

applicable to any Decomp option and would be considered by the PDT in its analysis of

all the Decomp options. Several key issue areas are unique to this proposal and would

require careful analysis during the PIR development process. These primary issue areas

are:

A Issues with the pipeline

1. Water Quality issues – water entering the pipeline will likely be of relatively

poorer quality than water that currently exists in wellfields and canals in the

area where the pipe would discharge.

Treatment to satisfy “Savings Clause” requirements for wellfield recharge

and water supply

Treatment at the end of the pipeline, including land requirements, to

protect downstream natural areas--both wetlands and estuaries

Potential impacts to water quality caused by the pipe, such as low oxygen

concentration

2. Water budget issues – it is unclear how much water is available and how it

would be distributed at the northern and southern end of the pipeline.

Water quantity assumptions at the northern end of the pipe and

implications for pipeline sizing

Wet season and dry season scenarios for distribution of water

Ultimate fate of water delivered by the pipeline

Satisfy savings clause requirements with respect to flood protection,

particularly during wet season, e.g. C-6 basin

3. Pipeline Alignment issues

Impact of alignment on ground water flows, particularly in South

Other alignments should be considered, e.g. New River canal

4. Pump station issues

Unique air and water quality issues in middle of the Everglades

O&M costs—seek energy efficient approaches

B Issues with the proposal to open-up the southern part of the system

1. Sequencing issues

Ensure enough water is available to avoid “over-draining” the system

Improved seepage management along the L30 & L31N must be in place

Integration with DAMP to maximize learning

Integration with other CERP projects and Mod Waters

2. Potential Environmental impacts

“Tree island” concerns

Endangered Species concerns and potential conflict with critical habitat rule

C Level of support and affordability

1. Level of support?

2. Can we afford it?--$1-3 billion for pipeline, $xx million for southern E

3. What other projects would have to slip?

4. Local sponsor concern and input.

The following feedback and issues were provided to the committee. Some apply to any

Decomp, Phase 1 proposal. They are grouped into seven broad areas and all will require

careful consideration and analysis.

Impacts to Natural Resources

water diversion from Biscayne Bay or other natural areas should be avoided or

compensated

seek ways to promote the recovery of endangered species, especially the Cape

Sable Seaside Sparrow, the Snail Kite and the Wood Stork

seek significant net improvement to tree islands

ensure appropriate quality of fill for the Miami Canal

goal of “Decomp” should achieve natural flow distribution across Tamiami Trail

Water Management Issues

address “water budget” issues, especially in the northern part of the system.

include detailed operating protocols, including operations and conveyance

capacity of the urban canals, especially during very wet and very dry conditions

analysis should quantify the reduction of water levels in Lake Okeechobee and the

improved flows to the estuaries

review possible flooding impacts and increased need for seepage management,

especially in the L-30 and C-6 basins

review impacts from the C 139 basin

Recreation Issues

consider opportunities for substantially enhanced public access and recreation,including current agreements for improved public access

include suggestions from SAFER to save fisheries

seek net improvement of fishing opportunities, including improvements in Lake Okeechobee and other facilities

avoid canal backfilling that is not necessary for restoration

seek improved hunting opportunities in WCA’s

Water Quality

carefully analyze source transfer issues, (water quantity and quality) for the wellfields (e.g. treatment may be needed near wellfields, and potential other locations as well.)

water quality issues are more substantial than nutrient concentrations and drinking water standards, e.g. dissolved oxygen, pathogens, microcontaminants

(EPOCs).

clarify STA performance expectations for water to be delivered to WCA 3

assess water quality impacts and requirements in other natural areas, e.g. Biscayne Bay and the Southern estuaries.

Design Issues

review potential impacts during construction

goal is to maintain a watershed focus and include consideration of factors such as the effective dynamic storage of the overall system and soil subsidence.

Interface with other Projects

consider how this project may reduce ASR dependency

closely integrate with seepage management projects along the L-30 and L-31

examine implications and opportunities for the Lake Belt component

ensure compatibility with Broward County WPA project

consider plans to expand EAA STA’s in analysis

consider opportunities to improve storage in Lake Okeechobee and Biscayne Bay basins

consider interface with non-CERP projects such as CSOP

Science and Adaptive Management

the links between DECOMP, Phase 1 and DAMP need to be carefully described, particularly in relation to the effectiveness and timing of the two efforts

recognize the limits of current hydrologic and ecologic models and consider other tools to evaluate results

incorporate best available tools to assess water quality impacts

Identify potential opportunities for additional learning.