Annual Report of the Secretary of War, Volume 2,Parte 1U.S. Government Printing Office, 1888 |
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Página 93
... width varied from 100 feet to 650 feet , and the depth from 2 feet to 8 feet at mean low water . The original project for the improvement was to give an 8 - foot low- water navigation 75 feet in width between Denton and Greensborough ...
... width varied from 100 feet to 650 feet , and the depth from 2 feet to 8 feet at mean low water . The original project for the improvement was to give an 8 - foot low- water navigation 75 feet in width between Denton and Greensborough ...
Página 96
... width of the channel is still insufficient for easy or safe navigation by large vessels whose length is considerably greater than the width of the channel . To give a uniform width of 400 feet throughout , with a depth of 27 feet at low ...
... width of the channel is still insufficient for easy or safe navigation by large vessels whose length is considerably greater than the width of the channel . To give a uniform width of 400 feet throughout , with a depth of 27 feet at low ...
Página 552
... width was adopted in 1883 , because up to that time the originally proposed width of 150 feet had never been obtained . Following are the estimates for the breakwater and for dredging , sub- mitted in 1887 : For a breakwater 5,750 feet ...
... width was adopted in 1883 , because up to that time the originally proposed width of 150 feet had never been obtained . Following are the estimates for the breakwater and for dredging , sub- mitted in 1887 : For a breakwater 5,750 feet ...
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