Report of the Chief of Engineers U.S. ArmyU.S. Government Printing Office, 1885 |
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1676 ÆäÀÌÁö
... lower down , 400 feet in length . The river at this point is wide , and sand - bars made two quite bad crossings . It is probable that these four dams will enable the channel to clear itself before another season of low water , and they ...
... lower down , 400 feet in length . The river at this point is wide , and sand - bars made two quite bad crossings . It is probable that these four dams will enable the channel to clear itself before another season of low water , and they ...
1677 ÆäÀÌÁö
... water prevented finishing them up in satisfactory shape , and they may require attention another season . They are solid brush and stone dams , the upper one 675 feet long and the lower 900 feet in length . The high water also prevented ...
... water prevented finishing them up in satisfactory shape , and they may require attention another season . They are solid brush and stone dams , the upper one 675 feet long and the lower 900 feet in length . The high water also prevented ...
1679 ÆäÀÌÁö
... low water ; the dam and extension are to be finished to grade of 5 feet above low water . Closing dam , between right bank and Boat Club Island , is located about 200 feet below line of Wabasha Street Bridge , 550 feet long , and to be ...
... low water ; the dam and extension are to be finished to grade of 5 feet above low water . Closing dam , between right bank and Boat Club Island , is located about 200 feet below line of Wabasha Street Bridge , 550 feet long , and to be ...
1682 ÆäÀÌÁö
... low - water channel is from 500 to 600 feet wide , with an abrupt slope on both sides . On account of the nature of the river bottom it was necessary to use five cribs , 200 feet above the line of the dam and 200 feet apart , for the ...
... low - water channel is from 500 to 600 feet wide , with an abrupt slope on both sides . On account of the nature of the river bottom it was necessary to use five cribs , 200 feet above the line of the dam and 200 feet apart , for the ...
1683 ÆäÀÌÁö
... low water , and some 400 feet of substantial shore pro- tection had been constructed at the western end . A large break having occurred in the eastern end of dam ( 161 ) which closes Niota Chute ( or rather the shore having cut away ...
... low water , and some 400 feet of substantial shore pro- tection had been constructed at the western end . A large break having occurred in the eastern end of dam ( 161 ) which closes Niota Chute ( or rather the shore having cut away ...
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act approved July Amount appropriated amount available amount expended appropriated by act Assistant Engineer bank boats breakwater bridge canal channel Chief of Engineers commerce Company completion of existing compliance with requirements construction contract Corps of Engineers Creek cribs cubic yards depth dredging East Saginaw ending June 30 ENGINEER OFFICE excavation exclusive of outstanding existing project expended during fiscal expended in fiscal feet B. M. feet long feet wide fiscal year ending harbor acts improvement Island Lake Lake Superior linear feet locks and dams low water Mary's Falls Canal Michigan miles Mississippi River Money statement mouth navigation obedient servant Ohio outstanding liabilities July piles profitably expended proposed railroad removed repairs respectfully revetment riprap river and harbor rock Saint Clair River Saint Louis Bay Saint Louis River season Secretary of War shoal shore snags steamers stone Submitted in compliance survey timber tonnage tons Total UNITED STATES ENGINEER vessels width
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1949 ÆäÀÌÁö - That no survey shall be made of any harbors or rivers until the Chief of Engineers shall have directed a preliminary examination of the same by the local engineer in charge of the district, or an engineer detailed for the purpose; and such local or detailed engineer shall report to said Chief of Engineers, whether, in his opinion, said harbor or river is worthy of improvement, and shall state in such report fully and particularly the facts and reasons on which he bases such opinion, including the...
2038 ÆäÀÌÁö - War. [First indorsement.] The recommendation of the Chief of Engineers is approved. By order of the Secretary of War : JOHN TWEEDALE, Chief Clerk.
1912 ÆäÀÌÁö - Federal laws for the protection and preservation of the navigable waters of the United States...
1980 ÆäÀÌÁö - ... be recommended by the Chief of Engineers and approved by the Secretary of War.
1898 ÆäÀÌÁö - And the secretary of war is hereby directed to report to congress, at its next session, or sooner, if practicable, the condition of said canal, and the provisions necessary to relieve the same from...
1919 ÆäÀÌÁö - That the piers of the high span and the piers of the draw shall be built parallel with the current at that stage of the river which is most important for navigation; and that no rip-raps or other outside protection for imperfect foundation will be permitted in the channel-way of the high span, or of the draw openings.
2240 ÆäÀÌÁö - Tnat the Secretary of War is hereby directed, at his discretion, to cause examinations or surveys, or both, to be made, and the cost of improvement to be estimated at the following localities, to wit: In the States of — ARKANSAS.
1729 ÆäÀÌÁö - AT MEEKER'S ISLAND, MINNESOTA. The project for this work is given in the Report of the Chief of Engineers for the fiscal year ending June 30. 1874, and...
1897 ÆäÀÌÁö - ... an imprisonment not exceeding six months, or both, or either, at the discretion of the court, said offense to be prosecuted in any court of competent jurisdiction.
1698 ÆäÀÌÁö - ... barge, raft, or other floating craft shall tie up or in any way obstruct the canal or its approaches or delay entering or leaving the locks except by permission from proper authority. Boats wishing to tie up for some hours or days in the canal must notify the officer in charge, through the lock tender, and proper orders in the case will be given.