Report of the Chief of Engineers U.S. Army, Volume 1, Part 1U.S. Government Printing Office, 1952 - Engineering Includes the Report of the Mississippi River Commission, 1881-19 . |
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Page 34
... jetty on the westerly side of the mouth about 290 feet long , the construction of a wharf about 700 feet upstream from the shore end of the breakwater ( transferred to Treasury Department in 1936 ) , the construction of a jetty on the ...
... jetty on the westerly side of the mouth about 290 feet long , the construction of a wharf about 700 feet upstream from the shore end of the breakwater ( transferred to Treasury Department in 1936 ) , the construction of a jetty on the ...
Page 35
... jetty on the westerly side of the mouth about 290 feet long , the construction of a wharf about 700 feet upstream from the shore end of the breakwater ( transferred to Treasury Department in 1936 ) , the construction of a jetty on the ...
... jetty on the westerly side of the mouth about 290 feet long , the construction of a wharf about 700 feet upstream from the shore end of the breakwater ( transferred to Treasury Department in 1936 ) , the construction of a jetty on the ...
Page 61
... jetty 1,000 feet long extending south from Dunbar Point . All depths refer to mean low water . The mean and spring tidal ranges in the outer harbor are 3.1 and 3.7 feet , respectively . The estimated cost , approved in 1951 , is ...
... jetty 1,000 feet long extending south from Dunbar Point . All depths refer to mean low water . The mean and spring tidal ranges in the outer harbor are 3.1 and 3.7 feet , respectively . The estimated cost , approved in 1951 , is ...
Page 66
... jetties . All depths refer to mean low water . The mean and spring tidal ranges are 3.4 and 4.2 feet , respectively ... jetty at the entrance to the harbor were commenced on May 4 , 1951 , and were in progress at the end of the fiscal ...
... jetties . All depths refer to mean low water . The mean and spring tidal ranges are 3.4 and 4.2 feet , respectively ... jetty at the entrance to the harbor were commenced on May 4 , 1951 , and were in progress at the end of the fiscal ...
Page 67
... jetty is in poor condition . The costs from regular funds have been $ 27 , - 167.86 for new work and $ 303,185.42 for maintenance , a total of $ 330,353.28 . The expenditures have been $ 291,031.17 . The costs and expenditures from ...
... jetty is in poor condition . The costs from regular funds have been $ 27 , - 167.86 for new work and $ 303,185.42 for maintenance , a total of $ 330,353.28 . The expenditures have been $ 291,031.17 . The costs and expenditures from ...
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Common terms and phrases
100 feet wide 12 feet deep 1st sess 2d sess 30 feet Accounts payable anchorage Annual Report Bayou bridge Canal Chief of Engineers Committee resolution Condition at end Cong Connecticut River construction contract contributed funds controlling depths cooperation Cost and financial costs and expenditures Creek cubic yards dredging end of fiscal ending June 30 existing project feet long financial summary 1947 fiscal year 1952 Fiscal year ending fiscal years prior Flood Control Act Geodetic Survey Chart Gulf of Mexico Harbor Act hired labor including fiscal jetties Johns River July 24 June 25 June 30 Lake Lake Okeechobee latest published map levee mean low water miles mouth navigation Operations and results previous projects project dimensions project was authorized Proposed operations Report for 1938 reservoir results during fiscal revised in 1951 River and Harbor Terminal facilities thence total costs Total to June turning basin U. S. Coast wharves width