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General Investigations, Fiscal Year 1993, Lower Mississippi Valley Division

West Bank

- East of Harvey Canal, LA

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Tentative
Allocation

FX 93
($)
1,600,000

Additional
to Complete
After FY 93
($)

4,600,000

Parishes.
The purpose of the project is to provide standard project hurricane levels of protection for the area east of the Harvey
Canal on the west bank of the Mississippi River in the vicinity of New Orleans in Jefferson, Orleans, and Plaquemines
completed in December 1992.
The area encompasses about 35,000 acres of mostly urban development. The feasibility study is scheduled to be
The recommended project, estimated to cost about $115.3 million, includes construction of a
modification of an existing pumping station with a rerouted discharge canal.
136,527 (1980 census).
combination of levees and floodwalls, a navigable floodgate in the Harvey Canal, and a 1,000 cubic feet per second
In the protected area, the population is
The average annual costs are $7,880,000 for the area west of the Algiers Canal and $1,601,000 for
$3,140,000 for the area east of the Algiers Canal.
the area east of the Algiers Canal. The average annual benefits are $26,880,000 for the area west of the Algiers Canal and
The benefit to cost ratio is 3.4 to 1 west of the Algiers Canal and 2.0
to 1 east of the Algiers Canal. The West Jefferson Levee District has agreed to act as the lead agency; they understand
the Orleans Levee District will assist in the cost sharing.
the cost sharing agreement requirements and are the local sponsor on a similar project. Plaquemines Parish Government and

The project is not authorized. Cost sharing for the project will be in accordance with PL 99-662.

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Study.
Fiscal Year 1991 carryover funds are being used to complete the feasibility report on the West Bank, East of Harvey Canal
and design is scheduled for completion in January 1996.
Fiscal Year 1993 funds will be used to initiate preconstruction engineering and design. Preconstruction engineering

29 JAN 1992

17

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General Investigations, Fiscal Year 1993, Lower Mississippi Valley Division

Total Estimated Federal Cost ($)

Allocation
Prior to
FX 92
($)

Allocation FX 92 ($)

Tentative
Allocation
FY 93
($)

Additional to Complete After FX 93 ($)

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APPROPRIATION TITLE: Construction, General

Channels and Harbors (Navigation)

PROJECT: Mississippi River-Gulf Outlet, Louisiana (Continuing)

It is a deep

LOCATION: The project is located in the southeastern portion of Louisiana, east of the Mississippi River.
Gulf of Mexico.
draft seaway canal extending for approximately 76 miles in a southeasterly direction from the city of New Orleans to the

DESCRIPTION: The plan of improvement consists of four basic items: (1) a completed channel extending from the Inner Harbor
Navigation Canal to the minus 38-foot contour in the Gulf of Mexico; (2) completed jetties and dikes along the channel in
Breton Sound; (3) a new lock with connecting channels is unprogrammed pending a decision to initiate construction; however,
planning for the shiplock is continuing; and (4) foreshore protection along the north and south side of the ship channel
extending from the Inner Harbor Navigation Canal to the end of the hurricane protection leves. Foreshore protection is
completed along the south bank from Bayou Bienvenue to the end of the hurricane protection levee.
foreshore protection along the MRGO is unprogrammed until need arises.
Completion of remaining

Act of 1986.
AUTHORIZATION: River and Harbor Act of 1956, Water Resources Development Act of 1976, and the Water Resources Development

REMAINING BENEFIT - REMAINING COST RATIO: 2.6 to 1 at 2-5/8 percent.

TOTAL BENEFIT - COST RATIO: 4.1 to 1 at 2-5/8 percent.

INITIAL BENEFIT COST RATIO: 1.6 to 1 at 2-5/8 percent (FY 1961).

BASIS OF BENEFIT - COST RATIO:
price levels.

Benefits are from the latest available draft evaluation submitted in April 1982 at 1981

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SUMMARIZED FINANCIAL DATA

$553,000,000

$102,583,000

450,917,000

Estimated Federal Cost (Corps of Engineers) Programmed Construction

Unprogrammed Construction

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Other Cost

Total Estimated Programmed Construction Cost

Total Estimated Unprogrammed Construction

Total Estimated Project Cost

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Allocations to 30 September 1991

Conference Allowance for FY 1992

Allocation for FY 1992

Allocations through FY 1992

2,000,000
1,319,000
95,696,000

17

Allocation Requested for FY 1993

Programmed Balance to Complete after FY 1993 Unprogrammed Balance to Complete after FY 1993

2,000,000 4,887,000 450,917,000

18

Indefinite

'Schedule for completion of foreshore protection is indefinite until need arises.

2 Schedule for completion of the shiplock unit is indefinite pending a decision to initiate construction (see Other Information paragraph).

' Reflects $297,000 reduction assigned as savings and slippage and $384,000 reprogrammed from the project.

Lower Mississippi Valley Division

New Orleans District

29 JAN 1992

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Channels: Ju

Channel, 36 feet deep by 500 feet wide from Inner Harbor
Navigation Canal to Chandeleur Islands; 66 miles
Channel, 36 feet deep by 500 feet wide from Mississippi
River to the Gulf Outlet

Eased Entrance Channel widens gradually from 500 feet at
Chandeleur Islands to 600 feet at the 38 foot contour
in the Gulf of Mexico; 9.38 miles

Locks:
Turning Basin, vicinity of Inner Harbor Navigation Canal

PHYSICAL DATA

New Lock, 110 feet wide by 40 feet deep by 1,200 feet long
Levees and Floodwalls: Foreshore Protection 23.0 miles
Levees 6.0 miles

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JUSTIFICATION: New Orleans is the gateway to the great system of inland waterways of the central valley of the nation. Adequate outlets to the Gulf of Mexico are essential to provide economical transportation to this area. The project as large stage fluctuations as is the river. provides an additional outlet to the Gulf that is shorter than the Mississippi River route and one which is not subject to The improvement provides a tidewater outlet and harbor sufficiently spacious for dispersion of docks and cargo-handling facilities, thus permitting flexible operations of the inland and seagoing commerce which is utilizing the river, the tidewater canal, and the Gulf Intracoastal Waterway. The project provides savings in sailing time and ship turnaround time, reduction in navigation hazards, and relief from congestion. p qab

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The existing Inner Harbor Navigation Canal Lock passes barge traffic between the Mississippi River and the Gulf Intracoastal Waterway at New Orleans and is a vital link in the Gulf Intracoastal Waterway system. The lock also is the connecting link for ship traffic between the Mississippi River-Gulf Outlet and the Mississippi River at New Orleans. The existing lock has through 1990 averaged about 205 per year. a maximum practical capacity for barge traffic of approximately 30,000,000 tons. The number of ships locked from 1970 ship traffic. This is a reduction in ship lockages since 1961, and is due in part to the development of the Mississippi River-Gulf Outlet channel and the inadequacy of the Inner Harbor Navigation Canal Lock for Studies indicate that, with a new lock, barge traffic would generally be expected to increase to about benefits are as follows: 45,000,000 tons by 2035 and that the number of ship lockages by 2035 would be approximately 1,800. The average annual

Annual Benefits

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New Orleans District

29 JAN 1992

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