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Further, the Corps has located the gates and pumps that would span the GIWW as far north as practical to further reduce the length of the structure along the boundary of the Bayou aux Carpes CWA Section c site. If the economics of navigation and anchorage of Section b 2 are to be evaluated in the decision-making process, the "short form" evaluation process is inappropriate. In summary, the public record of governmental decisions on this property is extensive but the EPA Bayou aux Carpes CWA Section c designation has stood the test of time. By removing 25 miles of parallel protection from the primary line of defense, this more streamlined surge barrier significantly reduces risks and increases resiliency of the system. Estelle Pumping Station At the pumping station, one sample of surface water will be collected for analysis of a suite of herbicides, including fipronil and atrazine Figure The ongoing studies to determine the existing hydrology and water and soil conditions within the Bayou aux Carpes CWA Section c area are considered to be adequate to determine which augmentations would be beneficial. The wetlands in the Bayou aux Carpes CWA Section c area are currently isolated from direct inflow of storm water runoff and natural tidal exchange in some locations because of levees and dredge material banks.

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These comments contend that EPA should deny the modification request because it lacks such a plan. In addition, soils will be cored with a McAuly auger to a clay layer or 2 meters whichever is nearer the surfaceto evaluate the thickness of the peat layer. Similarly, a surface water quality sample herp be taken in the main canal. The AG alternative would include a foot to foot navigable floodgate located on the Algiers Canal, just above the confluence with the Harvey Canal.

Many of those comments relate to concerns about the potential for unavoidable impacts to the wetlands and the need to appropriately mitigate and compensate for those losses.

The second topic concerned a subset of the work described in Draft IER 12, i. A number of environmental organizations also focused on this issue, as reflected in this comment and discussed by the Corps in Appendix A.

The GIWW WCC alternative would provide a more streamlined barrier system that would not only reduce the length of the hurricane system but would also create a primary and secondary line of defense during a storm event. The New Orleans District of defesne Corps and EPA Region 6 shall develop and sign a Memorandum of Agreement with those willing and active State, federal, and local participants with natural resource management missions who have participated on the IER 12 interagency review team.

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The T-wall would be constructed within the ft by 4, ft corridor along the eastern edge of the Bayou aux Carpes c and include an earthen berm with an access road for maintenance and inspection purposes. The construction options utilized throughout the Algiers Canal reach would be highly dependent upon localized nv use and constructability.

The comments on the other side of the issue, in support of modifying the designation, focused on finding a balance between adequate public safety and economic risk reduction on the one hand and minimized environmental damage on the other. Letter to Lawrence E.

Construction via water based equipment: The Corps acknowledges the significance of the c wetlands and agrees full mitigation for adverse impacts within this unique area may require mitigation in addition to the direct impacts calculated by the WVA to fully compensate defensee the impacts associated with constructing the Government's proposed action.

The surface water studies include a review of data collected by Jefferson Parish at the Estelle pumping station and canal and some new post-rainfall ehro will be collected and analyzed for selected parameters. Volume 1-Executive Summary and Overview. In collaboration with the EPA and NFS, the Corps PDT revisited a previous alternative from the original proposed southern alignment that would maintain system reliability and additionally would minimize adverse vvn impacts.

Sincerely, t Alvin B. The structures may have been designed dedense constructed properly; however, there was an overall failure to incorporate new technologies and new risk reduction measures into the previous risk reduction system USAGE Certification of the system to meet flood insurance standards is an issue critical to the full economic recovery of the area.

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The Bayou aux Carpes drainage area and associated habitats provide valuable spawning, feeding, and nursery habitat for recreationally-important freshwater dffense such defensr largemouth bass, and various sunfishes; crustaceans such as crawfish and grass shrimp; and estuarine species such as striped mullet and blue crab.

Contaminant availability review sections 2a, 3, and 4. A critical lesson the Corps learned from Hurricane Katrina was that extensive reaches of levees, floodwalls, and floodgates provided numerous possible points of failure within the system. Once the West Closure Complex alternative became the preferred edfense, EPA asked the Corps to consider any siting or design options that could reduce the environmental impacts even further. The monitoring of preexisting conditions has three components: Key milestones during that process included a hearing and opportunity for the public to provide written comments, a recommended determination proposed by EPA Region 6, and a final determination issued by EPA headquarters and noticed in the Federal Register.

At the request of EPA Region 6, the interagency review team was provided herro opportunity to conduct a detailed comparison of the environmental impacts of the leading alternatives and concluded that the West Closure Complex alternative was preferable.

However, the Corps does not currently envision the need for future "lifts" to the floodwall. As described by the Corps: Hurricane Katrina brought many issues to the forefront.

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The water storage capacity was confirmed by measuring the cyclic chloride concentrations of swamp water discharged to Bayou Barataria and by monitoring a dye tracer.

Protection is parallel to the navigation, possibly affecting frequency or severity of collisions Low because HPS features are distributed by location and value, but harder to monitor and defend High resistance to man-portable devices; vulnerability to larger devices is low because access would be difficult Highest number, approximately 90 No new sub- compartments created Levee foundations would be non- engineered unless geo-textile or soil cement design alternatives are adopted; any T-wall foundations would be engineered Low; largest number of reaches, but no new HPS features created No new dependencies No redundancy A W U.

The existing Enterprise Gas pipeline would be relocated by directional drilling a new pipeline under the proposed bypass channel, the GIWW and the c area. Cn would be built to The Corps is not authorized by Congress to incorporate adaptations for LACPR when planning and designing defnse 1 percent risk reduction projects; however, the Corps is carefully considering the impacts that could occur if Congress authorized a larger project.