Annual Report of the Secretary of War, Volume 2,Parte 1U.S. Government Printing Office, 1888 |
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Página 62
... depth of 26 feet at mean low water of such parts of the shoal as came within 850 feet of the Brooklyn wharves , which would take off the crest of the shoal , and ought to give nowhere a depth of less than 15 feet water on it . The ...
... depth of 26 feet at mean low water of such parts of the shoal as came within 850 feet of the Brooklyn wharves , which would take off the crest of the shoal , and ought to give nowhere a depth of less than 15 feet water on it . The ...
Página 244
... depth from absolute closure after storms to about 6 feet . The present project was adopted in 1843 , and contemplated originally a channel 12 feet in depth . The piers have since been further extended and the channel deepened to 16 feet ...
... depth from absolute closure after storms to about 6 feet . The present project was adopted in 1843 , and contemplated originally a channel 12 feet in depth . The piers have since been further extended and the channel deepened to 16 feet ...
Página 271
... depth in the channel through the outer bar was 10 feet , and greatest depth in the bay about 12 feet . The project adopted in 1880 provides for a channel through the outer bar and through the bay 200 feet wide , and parallel to the city ...
... depth in the channel through the outer bar was 10 feet , and greatest depth in the bay about 12 feet . The project adopted in 1880 provides for a channel through the outer bar and through the bay 200 feet wide , and parallel to the city ...
Índice
OFFICERS OF THE CORPS OF ENGINEERS | 3 |
POST OF WILLETS POINT ENGINEER SCHOOL OF APPLICATION BAT | 9 |
Officers in charge of divisions 319 | 10 |
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100 feet wide 12 feet deep 1888 Amount available 1890 Submitted 50 feet 9 feet act of August adopted in 1880 amount available July Amount estimated Appendix appropriated by act August 11 available Amount appropriated available for fiscal balance available Amount breakwater Bridge canal commerce completion of existing compliance with requirements construction Corps of Engineers covered by existing Creek cubic yards dike distance dredging dredging a channel ending June 30 entrance estimated cost excavation exclusive of liabilities expended during fiscal expended in fiscal expended to June feet at low feet at mean feet depth feet long fiscal year ending harbor acts House Ex Island jetty Lake liabilities outstanding July mean low water miles mouth obstructions officer in charge original project overhanging trees past fiscal piers Point present project profitably expended proposed repairs required for completion requirements of sections river and harbor rock shoals Submitted in compliance total amount expended vessels