Department of the Army, Corps of Engineers – Federal Register Recent Federal Regulation Documents

In accordance with the requirements of the National Environmental Policy Act (NEPA), the U.S. Army Corps of Engineers (USACE), Baltimore District has prepared a Final Integrated Feasibility Report & Environmental Impact Statement (EIS) for the flood damage reduction project for the Town of Bloomsburg, in Columbia County, PA. The Final Integrated Feasibility Report investigated the potential environmental effects of an array of alternative plans based on reducing flood damages in Bloomsburg. The recommended alternative includes approximately 17,000 linear feet of levee/floodwall systems with fourteen drainage structures, and nine closure structures, six of which incorporate limited road raisings.

The above agencies announce the availability of the FPEIS that considers developing policies, guidance, and coordinated agency decision-making processes to minimize, to the maximum extent practicable, the adverse environmental effects to waters of the United States and to fish and wildlife resources affected by mountaintop mining operations, and to environmental resources that could be affected by the size and location of excess spoil-disposal sites in valley fills within the Appalachian study area in West Virginia, Kentucky, Virginia, and Tennessee. This FPEIS was prepared as part of a settlement agreement that resolved the Federal claims brought in Bragg v. Robertson, Civ. No. 2:98-0636 (S.D.W.Va.). This FPEIS was prepared consistent with the provision set forth in 40 CFR 1503.4(c) of the Council on Environmental Quality regulations implementing NEPA, which allow the agencies to attach an errata sheet to the statement instead of rewriting the draft statement and to circulate the errata, comments, responses, and the changes, rather than the entire document. The agencies are filing the entire statement with a new cover sheet as the FPEIS. The FPEIS is being made available by mail and can be viewed on the Internet at https://www.epa.gov/region3/ mtntop/index.htm. The FPEIS can also be viewed at local offices of the above agencies and at selected local libraries. Copies of the FPEIS may be obtained by writing to the address listed below.

In accordance with the requirements of the National Environmental Policy Act (NEPA), the U.S. Army Corps of Engineers (USACE), Baltimore District has prepared a Final General Reevaluation Report (GRR) and Supplemental Environmental Impact Statement (SEIS) for the Poplar Island Environmental Restoration Project (PIERP). The GRR/ SEIS evaluated the vertical and/or lateral expansion of the PIERP, design modifications to the existing project, the addition of recreational/educational opportunities to the existing project, and the potential to accept dredged material from additional channels not specified in the 1996 EIS for the existing project. A Notice of Availability (NOA) for the Draft GRR/SEIS was published by the U.S. Environmental Protection Agency (EPA) in the Federal Register on June 22, 2005 (70 FR 36129). The preferred alternative includes a northern lateral expansion consisting of approximately 575 acres, which would include wetland and upland habitat, and a protected open water embayment; construction of a 5-ft vertical raising of the existing upland Cells 2 and 6 at the PIERP; amending the existing project authorization and Project Cooperation Agreement to include the placement of dredged material from the southern approach channels to the Chesapeake and Delaware (C&D) Canal; incorporation of design modifications required for the completion of the existing project, and development of recreational and educational enhancement for the PIERP.

The Vicksburg District Corps of Engineers is preparing the Dredged Material Management Plan (DMMP) for the existing Atchafalaya River and Bayous Chene, Boeuf, and Black, Louisiana, navigation project. The DMMP will require a Supplemental Environmental Impact Statement (SEIS) No. 3 to the Final Environmental Impact Statement (FEIS) for the Atchafalaya River and Bayous Chene, Boeuf, and Black, Louisiana (March 1973), navigation project. The project was authorized by the River and Harbor Act of 1968 in accordance with House Document 155, 90th Congress, 1st Session. The purpose of the DMMP is to develop a long term management strategy to accomplish the placement of dredged material associated with the navigation project in the least costly manner, that is consistent with sound engineering practice, and that meets all applicable Federal environmental laws. The Atchafalaya River and Bayous Chene, Boeuf, and Black, Louisiana, navigation project requires, at a minimum, yearly channel maintenance. Existing disposal sites are at their design capacity and new disposal areas are required. The SEIS objective is to document the potential impacts at newly designated disposal sites (adverse and beneficial) related to maintaining the navigation channel for the next twenty years. The dredged material would be used for beneficial purposes to extent practicable (barrier island and coastal wetlands restoration). A public scoping meeting will be held on November 17, 2005, at the City Auditorium, 728 Myrtle Street, Morgan City, Louisiana, from 7 p.m. to 9 p.m.

In accordance with Section 105(h) of the Estuary Restoration Act of 2000, (Title I, Pub. L. 106-457), announcement is made of the forthcoming meeting of the Estuary Habitat Restoration Council. The meeting is open to the public.

In Accordance with 10(a)(2) of the Federal Advisory Committee Act (Pub. L. 92-463), announcement is made of the forthcoming meeting. Name of Committee: Inland Waterways Users Board (Board). Date: October 13, 2005. Location: Heathman Lodge, 7801 NE Greenwood Drive, Vancouver, Washington 98662, (1-360-254-3100). Time: Registration will begin at 8:30 a.m. and the meeting is scheduled to adjourn at 12 p.m. Agenda: The Board will hear briefings on the status of both the funding for inland navigation projects and studies, and the Inland Waterways Trust Fund. The Board will also consider its priorities for the next fiscal year.

The Los Angeles District intends to prepare an Environmental Impact Statement/Environmental Impact Report (EIS/EIR) to support a cost-shared ecosystem restoration feasibility study with the Santa Monica Bay Restoration Commission. The proposed project study areas has been degraded by encroachment of non-native plants, placement of fill from Marina Del Rey, interruption of the hydrologic regime, trash accumulation, and varied attempts at bank protection along the creek using rock and concrete. Direct benefits of the proposed project include improved habitat and water quality, reductions in waste and trash, and aesthetics. The watershed is an important resource for both recreational uses and for fish, and wildlife and further degradation could jeopardize remaining. The purpose of the feasibility study is to evaluate alternatives for channel modification, habitat restoration (coastal and freshwater wetlands and riparian), recreation, and related purposes along the lower reach of the Ballona Creek.

This announces the availability of the Draft Environmental Impact Statement (DEIS) which assesses the potential environmental impacts of the proposed reinforcement of an existing stone revetment wall at Montauk Point, Suffolk County, NY. The DEIS has been prepared in accordance with the National Environmental Policy Act (NEPA), and U.S. Army Corps of Engineers (USACE) regulations for implementing NEPA.

Minnesota Steel Industries, LLC (Minnesota Steel) has applied to the St. Paul District, Corps of Engineers (Corps) for a permit to discharge fill material into wetlands to facilitate the construction and operation of an open pit taconite mine at the former Butler Taconite site near Nashwauk, Minnesota, and the construction of new facilitiesa crusher, a concentrator, a pellet plant, a plant for producing direct reduced iron (DRI), and a steel mill consisting of two electric arc furnaces, two idle furnaces, two thin slab casters, and a sheet rolling mill. the former Butler Taconite Stage 1 tailings basin would be reactivated for the disposal of concentrator tailings. The mining process would require the construction of overburden, waste rock, and lean ore stockpiles just north of the proposed mine site. Ore would be hauled via truck from the mine to the adjacent ore concentrator. Concentrating the ore would involve crushing, grinding, magnetic separation, and flotation processes. Concentrator tailings would be pumped as slurry to the former Butler Taconite Stage 1 tailings basin approximately two miles southeast of the proposed mine site. The concentrate would be mixed with a binder and limestone, and converted to unfired pellets in balling drums or disks. The unfired pellets would be hardened in an indurating furnace. The DRI plant would convert the iron oxide pellets to nearly pure iron pellets (DRI pellets) in a 300- to 425-foot-high vertical shaft reactor. The DRI pellets would be fed to steel mill, which would produce hot rolled sheet steel. Project plans call for the mining of approximately 12.8 million long tons of crude ore per year at a stripping ratio of approximately 0.50:1. Approximately 2.4 million short tons per year of hot rolled sheet steel would be produced. The project would employ approximately 700 people for production, support, and administration. Economic feasibility of the project is based on a 20-year project life. Minnesota Steel at this time cannot predict whether investments for further operations would be economically desirable. Therefore, mine planning and detailed design are being prepared for 20 years of operation and environmental permits are being requested for a 20-year project life. If the project is permitted, and if Minnesota Steel proposes to extend the project life beyond the 20- year period, then modifications to the Section 404 permit and supplemental environmental review would be required. The project would require dredging or discharging fill material into approximately 1,014 acres of wetlands. While some of the wetlands may be isolated, the majority of the wetlands are adjacent to Oxhide Creek, Snowball Creek, Pickerel Creek, or O'Brien Creek, which are tributaries to the Swan River, or they are adjacent to an unnamed tributary to the Prairie River or to an unnamed tributary to Sucker Brook, which is a tributary to the Prairie River. The Swan River and the Prairie River are tributaries to the Mississippi River, which is a navigable water of the United States. A specific compensatory wetland mitigation plan has not been developed for the project. Minnesota Steel intends to work with interested Federal and state agencies to develop an acceptable plan that would meet Federal and state compensatory mitigation requirements. The discharge of dredged or fill material into waters of the United States requires a permit issued by the Corps under Section 404 of the Clean Water Act. The final environmental impact statement will be used as a basis for the permit decision and to ensure compliance with the National Environmental Policy Act (NEPA).

The U.S. Army Corps of Engineers (Corps), Jacksonville District, intends to prepare a Draft Supplemental Environmental Impact Statement (DSEIS) for the Lake Okeechobee Regulation Schedule Study (LORSS), Lake Okeechobee, FL. The DSEIS will supplement the Final Environmental Impact Statement (FEIS) for the Lake Okeechobee Regulation Schedule Study prepared in 2000. The DSEIS will address additional alternatives to the current regulation schedule in order to optimize environmental benefits at minimal or no impact to the competing project purposes, primarily flood control and water supply. This study will consider operational changes to water management structures that discharge water from the lake as well as criteria used to determine those operations. Any operational changes will also consider current and planned water management activities within the Kissimmee River Basin. No new structural features will be considered except those already embedded within the South Florida Water Management Model.

The Corps of Engineers is amending its regulations to establish a restricted area and danger zone in Brickyard Creek (including a portion of the Atlantic Intracoastal Waterway), Mulligan Creek, Albergottie Creek and Salt Creek in the vicinity of the Marine Corps Air Station (MCAS) in Beaufort, South Carolina. The MCAS restricted area contains six sections that are contiguous to Brickyard, Albergottie and Salt Creeks, and two sections that are located on the northern border of the MCAS that encompasses Mulligan Creek. In addition, these regulations establish a restricted area in the Broad River in the vicinity of Laurel Bay Military Family Housing Area, which is associated with the Marine Corps Air Station. The purpose of these regulations is to provide effective security in the vicinity of the Marine Corps Air Station and the Laurel Bay Military Family Housing Area.

The U.S. Army Corps of Engineers, New Orleans District (CEMVN) is initiating a Supplemental Environmental Impact Statement (SEIS) for the Henderson Lake Management Unit feature, including the freshwater distribution structure element, of the Henderson Lake Area Atchafalaya Basin, Louisiana project, pursuant to the authority of the Flood Control Act of May 15, 1928 (Pub. L. 391, 70th Congress); and for the Recreational Development feature of the Atchafalaya Basin Floodway System, Louisiana project (hereinafter ``ABFS'' project), pursuant to the authority of the Flood Control Act of May 15, 1928 (Pub. L. 391, 70th Congress), as amended by the Supplemental Appropriations Act of 1985, Pub. L. 99-88 and as reauthorized and further amended by Section 601(a) of the Water Resources Development Act of 1986 (WRDA 1986), Pub. L. 99-662. The CEMVN is initiating this study to implement construction and operation of the Henderson Lake Management Unit, St. Martin and St. Landry Parishes, which is one of two authorized pilot management units for the Management Unit feature of the ABFS Project; the freshwater distribution structure element, of the Henderson Lake Area Atchafalaya Basin, Louisiana project in St. Martin and St. Landry Parishes, Louisiana; and the Recreational Development feature of the Atchafalaya Basin Floodway System, Louisiana project in St. Martin, Iberia, St. Mary, Iberville, St. Landry, and Pointe Coupee Parishes, Louisiana. The authorized goals of the Management Unit feature of the ABFS project are to improve water quality and interior water circulation; remove barriers to reestablish north to south water flow; provide input of oxygenated low temperature water; and reduce or manage sediment input into the interior swamp. Action is necessary due to the existing poor water quality resulting from the lack of internal circulation and oxygenated water inputs, and increased sedimentation. In addition if action is not taken, both deep-water and shallow water habitat utilized by fish and wildlife resources will continue to be lost, reduced, or degraded. The intended result of the proposed work is to prolong the life expectancy of the productive habitat (primarily aquatic and cypress tupelo habitats) by restricting or redirecting sediments, while simultaneously achieving a healthy water circulation pattern that would maintain or restore water quality and reestablish north to south water movement. The Henderson Lake Management Unit is hydrologically separate and independent from the Buffalo Cove, Flat Lake, Cocodrie Swamp and Beau Bayou Management Unit elements of the ABFS project. The authorized goal of the freshwater distribution structure element, of the Henderson Lake Area Atchafalaya Basin, Louisiana project is to provide water inflow to the Henderson Lake area and, together with the Henderson Lake Management Unit, restore overflow patterns to the extent practicable, and to encourage water movement through the Henderson Lake Management Unit for the benefit of the aquatic environment. The goals and objectives of the Recreational Development feature of the ABFS project are the development of facilities such as boat launching ramps for the provision of interior and peripheral access to the ABFS project area, including those lands acquired for the Public Access feature of the ABFS project, as well as the construction and operation of developed and primitive campgrounds, an interpretive facility and other facilities complementary to the enjoyment of outdoor recreational activities for the observation and utilization by the public of the fish and wildlife resources of the Lower Atchafalaya Basin Floodway. Public demand and expectations for the ABFS have increased due to an increased awareness and use of the vast ABFS natural resource, and the involvement of the CEMVN through management and part-ownership of the resource. The CEMVN will address public concerns for management of the Henderson Lake Management Unit, and recreational development opportunities within the ABFS, through an SEIS.

Four Authorities authorize the study of the Colorado River and its Tributaries: (1) Flood Control Act, approval June 22, 1936: ``Section 6. The Secretary of War is hereby authorized and directed to cause preliminary examinations and surveys for flood control at the following named localities * * * Colorado River, Texas, above the county line between Coke and Runnels counties * * * Lower Colorado River, Texas.'' (2) Resolution by the Committee on Commerce, United States Senate, adopted August 4, 1936; ``Resolved by the Committee of the United States Senate, that the Board of Engineers for Rivers and Harbors created under Section 3 of the River and Harbor Act, approved June 13, 1902, be and is hereby, requested to review the reports on Colorado River, Texas, submitted in House Document Number 361, Seventy- first Congress, second session, and previous reports, with a view to determining if improvement in the interest of commerce and flood control is advisable at the present time.'' (3) Rivers and Harbors Act, approved August 26, 1937: ``Section 4. The Secretary of War is hereby authorized and directed to cause preliminary examinations and surveys to be made at the following named localities * * * Colorado River, and its tributaries, Texas, with a view to its improvement in the interest of navigation and flood control.'' (4) Rivers and Harbors Act, approved March 2, 1945: ``Section 6. The Secretary of War is hereby authorized and directed to cause preliminary examinations and surveys to be made at the following named localities * * * Colorado River, Texas.'' An initial assessment based on the resolution guidance indicates a Federal interest in continuing with more detailed studies for these purposes. In accordance with the National Environmental Policy Act, an Environmental Impact Statement (EIS) will be prepared to evaluate and compare flood control damage reduction and recreation alternatives within and along the Colorado River and its tributaries concentrated along the Highland Lakes. The EIS will also assess the impacts to the quality of the human environment associated with each alternative. The study area for project implementation primarily includes the lower Colorado River and its adjoining tributaries below Lake O.H. Ivie to Tom Miller Dam or Lake Austin. The construction of residential and commercial structures within the Highland Lakes and along the Colorado River, have lead to extensive amounts of flood damages. Consequently, flood damage reduction measures will be developed to address the flood damages. In addition, recreation measures will be developed and evaluated as complements to proposed flood damage reduction measures. The non-Federal cost sharing sponsors for the feasibility study are the Lower Colorado River Authority and Travis County.

The U.S. Army Corps of Engineers, New Orleans District (CEMVN) is initiating this draft supplemental environmental impact statement (DSEIS) under the authority of the Rivers and Harbors Act of July 24, 1946 (House Document 190, 79th Congress, 2nd Session) and prior Rivers and Harbors acts; the Rivers and Harbors Act of July 14, 1960 (House Document 436, 86th Congress, 2nd Session); the Rivers and Harbors Act of October 23, 1962 (House Document 582, 87th Congress, 2nd Session); the Senate Public Works committee on December 27, 1970, and the House Public Works committee on December 15, 1970, under the provisions of Section 201 of the Flood Control Act of 1965 (Pub. L. 89-298; S.D. 91- 111); and Section 107 of the Rivers and Harbors Act of 1960, as amended by Section 310 and Section 112 of the Rivers and Harbors Acts of 1965 and 1970, respectively, to investigate dredged material placement for the next 20 years of maintenance dredging of the Calcasieu and River and Pass, LA. The Calcasieu River and Pass, LA project does not have adequate dredged material disposal areas for the long-term maintenance of the project. Existing disposal sites are at or near capacity, and some disposal sites have been substantially eroded into adjacent water bodies. Other disposal areas have been lost to commercial developments. As a result, remaining disposal areas cannot accommodate the volume of dredged material needed to maintain the Calcasieu River and Pass, LA navigation channel to project-authorized dimensions, and CEMVN has been forced to reduce channel dimensions in some reaches.

The U.S. Army Corps of Engineers (USACE), Baltimore District announces the availability of the Final Supplemental Environmental Impact Statement (SEIS) for the design modifications and recreational enhancements to the Wyoming Valley Levee Raising Project at the Wilkes- Barre, Pennsylvania River Commons. The Final SEIS investigates the potential environmental effects of an array of alternative plans based on the conceptual riverfront plan for Wilkes-Barre. The preferred alternative includes the addition of two portals through the levee, a river landing, fishing platform, and an amphitheater and stage. The Draft SEIS was released on a 45-day review and comment period during August and September 2004, and a Notice of Availability was published in the Federal Register under the U.S. Environmental Protection Agency on August 13, 2004. Comments received on the Draft SEIS and our responses are included in the Final SEIS (Appendices G and H).

Pursuant to the National Environmental Policy Act of 1969, as amended, the U.S. Army Corps of Engineers, Sacramento District (Corps), intends to prepare a Draft Environmental Impact Statement (EIS) for the Federal action to remediate seismic dam safety concerns at the Lake Success Project located on the Tule River, near Porterville, CA. The proposed action is being conducted through the Corps' Dam Safety Assurance Program for the evaluation of existing dams.

In accordance with the requirements of the National Environmental Policy Act (NEPA), the U.S. Army Corps of Engineers (USACE), Baltimore District has prepared a Draft General Reevaluation Report (GRR) and Supplemental Environmental Impact Statement (SEIS) for the Poplar Island Environmental Restoration Project (PIERP) to evaluate the vertical and/or lateral expansion of the PIERP, design modifications to the existing project, the addition of recreational/ educational opportunities to the existing project, and the potential to accept dredged material from additional channels not specified in the 1996 EIS for the existing project. The preferred alternative includes a northern lateral expansion consisting of approximately 575 acres, of which 60% will be wetland habitat and 40% upland habitat; construction of a 5-ft vertical raising of the existing upland Cells 2 and 6 at the PIERP; amending the existing project authorization and Project Cooperation Agreement (PCA) to include the placement of dredged material from the southern approach channels to the Chesapeake and Delaware (C&D) Canal and other small Federal navigation projects; incorporation of design modifications required for the completion of the existing project, and development of recreational and educational enhancements for the PIERP. The Corps is making the Draft integrated GRR/SEIS available to the public for a 45- day review and comment period.

The Jacksonville District, U.S. Army Corps of Engineers intends to prepare a Draft Second Supplemental Environmental Impact Statement (DSEIS) for the Tamiami Trail feature of the Modified Water Deliveries to Everglades National Park (MWD) project in Miami-Dade County. The study is a cooperative effort between the U.S. Army Corps of Engineers, Everglades National Park (ENP), the Florida Department of Transportation, and the South Florida Water Management District.

The Baltimore District, U.S. Army Corps of Engineers (Corps) expects receipt of an application in January 2006 from the State of Maryland Department of Transportation, Maryland Port Administration (MPA) for a Section 10/404 individual permit for the construction of a disposal site for dredged material in the Middle Branch of the Patapsco River, at Masonville, Baltimore City, MD. Based on preliminary discussions with the MPA, the Corps has determined that an environmental impact statement (EIS) is required for this proposed project. The applicant's stated purpose of the proposed project is to provide a disposal site to accommodate dredged material generated by dredging projects occurring over the next 5 to 10 years in the Baltimore Harbor area. The EIS will focus on the 5-10 year dredging needs within Baltimore Harbor and upland containment and beneficial use of dredged materials from the Port of Baltimore channel system in the Patapsco River and its tributaries. As part of this study, in accordance with the National Environmental Policy Act (NEPA) of 1969, an EIS will be prepared to document the plan formulation process and recommendations of this study.

The U.S. Army Corps of Engineers (COE), Wilmington District, Wilmington Regulatory Field Office has received a request for Department of the Army authorization, pursuant to Section 404 of the Clean Water Act and Section 10 of the Rivers and Harbor Act, from the Town of North Topsail Beach to nourish approximately 7.25 miles of beachfront to protect residential homes and town infrastructures, and to implement an inlet management plan with the New River Inlet to control the positioning of the inlet channel. The new channel will be centrally located perpendicular to the adjacent shorelines of North Topsail Beach and Onslow Beach. The proposed source of the material for the nourishment will be dredged from offshore borrow area(s) and from the repositioning of the inlet. The placement of beach fill along the Town's shoreline would result in the initial widening of the beach by 50 to 100 feet. The widened beach would be maintained through a program of undefined periodic beach nourishment events with the material extracted primarily from the New River Inlet. The ocean shoreline in the Town of North Topsail Beach encompasses approximately 11.1 miles along the northern end of Topsail Island. Currently, the U.S. Army Corps of Engineers is developing a Federal shoreline protection plan for parts of North Topsail Beach. This Federal plan will only cover 3.85 miles of the southern part of the beach. The remaining 7.25-miles of North Topsail Beach, with the exception of two small areas, is located within the Coastal Barrier Resource System (CBRS), which prohibits the expenditure of Federal funds that would encourage development. Therefore, the Town is pursuing to develop this non-Federal shoreline protection plan that will preserve existing development and infrastructure along the 7.25 miles of shoreline. The channel through New River Inlet has been maintained by the COE for commercial and recreational boating interest for over 55 years. The COE is authorized to maintain the channel in the inlet to a depth of 6 feet mean low water (mlw) over a width of 90 feet.