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Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Charleston (S.C.)
Languages : en
Pages : 264
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Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Charleston (S.C.)
Languages : en
Pages : 264
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Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Environmental impact statements
Languages : en
Pages : 253
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Author: CORPS OF ENGINEERS CHARLESTON SC CHARLESTON DISTRICT.
Publisher:
ISBN:
Category :
Languages : en
Pages : 238
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Book Description
The purpose of this project is to provide safe navigation for existing and prospective large vessel traffic by deepening existing channels providing new and enlarged turning basins, and providing minor alignment changes and easing of bends. The proposed plan of improvement for Charleston Harbor consists of the following: (a) Deepening the existing entrance channel from a depth of 35 feet to a depth of 42 feet; (b) Deepening the existing entrance channel from a depth of 35 feet to a depth of 40 feet from the Entrance Channel (Mile 0.6) to Mile 15.7 at Goose Creek; (c) Deepening the Shipyard River channel from 30 feet to 38 feet; (d) Enlargement of the anchorage basin at the harbor mouth; (e) Enlargement of the existing turning basin at the head of the commercial channel; (f) Dredging a new turning basin adjacent to the Columbus Street docks; (g) Widening North Charleston and Filbin reaches to 500 feet; (h) Shifting of channels near the various terminals to provide 125 feet between existing piers and the edge of the channel.
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 308
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Book Description
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 432
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Author: CORPS OF ENGINEERS CHARLESTON SC CHARLESTON DISTRICT.
Publisher:
ISBN:
Category :
Languages : en
Pages : 92
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Book Description
This interim report presents the engineering, economic, and environmental studies conducted to determine the advisability of modifying the existing project in partial compliance to seven congressional resolutions. Various solutions to the problems and needs of continued harbor development were analyzed. Based on the results of this analysis and demonstrated interest by private industry and local authorities, it is concluded that the most feasible plan for satisfying future harbor needs consists of deepening the existing Charleston Harbor and Shipyard River channels. Minor channel widening and improving the anchorage and turning basins to commensurate depths with the channels will be provided. Therefore, it is recommended that the existing projects for Charleston Harbor and Shipyard River, South Carolina, be modified to provide for the construction and maintenance of a 40-foot and 38-foot Federal navigation project in Charleston Harbor (Cooper River) and Shipyard River, respectively, conditional to implementation of the Cooper River Rediversion Project. If the Cooper River Rediversion Project is delayed, it is recommended that the plan of improvement be reduced to 38 feet and 35 feet, respectively, for Charleston Harbor and Shipyard river during the interim period.
Author: Ellis B. Pickett
Publisher:
ISBN:
Category : Harbors
Languages : en
Pages : 116
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Author: CORPS OF ENGINEERS CHARLESTON SC CHARLESTON DISTRICT.
Publisher:
ISBN:
Category :
Languages : en
Pages : 143
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Book Description
This report recommends deepening the existing Charleston and Shipyard River Project, to 40 and 38 feet respectively. Some additional basin and channel widening is also recommended. Ocean disposal was the most viable means of disposing of the dredged material. (Author).
Author: United States. Army. Corps of Engineers
Publisher:
ISBN:
Category : Charleston Harbor (S.C.)
Languages : en
Pages : 222
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Book Description
Author:
Publisher:
ISBN:
Category :
Languages : en
Pages : 138
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Book Description
