Report on the River and Harbor [appropriation] Bill [1916] (H.R. 20189)U.S. Government Printing Office, 1915 - 342페이지 |
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27 페이지
... snag boats on the interior rivers or of maintaining existing channels in important ports and waterways . 11. To summarize , and referring to the object of the appropriations heretofore made as outlined in the report of the board of ...
... snag boats on the interior rivers or of maintaining existing channels in important ports and waterways . 11. To summarize , and referring to the object of the appropriations heretofore made as outlined in the report of the board of ...
79 페이지
... snag obstructions and the construction of low dams and dikes to close secondary channels and concentrate the low - water flow on shoals . During the year 157 cubic yards of bowlders and 29 snags were removed . The total amount expended ...
... snag obstructions and the construction of low dams and dikes to close secondary channels and concentrate the low - water flow on shoals . During the year 157 cubic yards of bowlders and 29 snags were removed . The total amount expended ...
80 페이지
... snags brought in by the tributaries or carried along by ice and freshets , and to make occasional repairs to the ... snag obstructions and the repair of existing dams and dikes for maintenance of the channel in the open river . July 1 ...
... snags brought in by the tributaries or carried along by ice and freshets , and to make occasional repairs to the ... snag obstructions and the repair of existing dams and dikes for maintenance of the channel in the open river . July 1 ...
115 페이지
... snags . Its bar entrance was narrow , crooked , and shifting , with only about 4 feet of water at low tide , and so situated as to be difficult and expensive to improve . By means of the improvement the river has been connected with ...
... snags . Its bar entrance was narrow , crooked , and shifting , with only about 4 feet of water at low tide , and so situated as to be difficult and expensive to improve . By means of the improvement the river has been connected with ...
116 페이지
... snags , and overhang- ing trees . The navigation of the remaining 2 miles , to the city of Columbia , was prevented by swift currents and numerous rock ledges and bowlders . Its commerce was nothing . The Santee River is under ...
... snags , and overhang- ing trees . The navigation of the remaining 2 miles , to the city of Columbia , was prevented by swift currents and numerous rock ledges and bowlders . Its commerce was nothing . The Santee River is under ...
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18 feet 20 feet act approved Oct act of June act of March adopted allotted from appropriation Amount allotted Amount available amount covered Amount estimated appropriated for completion available for fiscal balance available balance unexpended balance unexpended__ breakwater calendar year 1913 canal carried channel Chief of Engineers Columbia River commerce completion of existing construction covered by uncompleted depth ending June 30 estimated cost existing project expended during fiscal expended in fiscal feet at mean feet deep fiscal year 1914 fiscal year ending freight rates funds harbor act approved HARRY TAYLOR House Document June 25 lake locks and dams lumber maintenance of improvement maintenance of improvement_ maximum draft mean low water miles Missouri River mouth outstanding liabilities port profitable expenditure profitably expended proposed to apply railroad Received from sales repairs river and harbor Senator RANSDELL shoals short tons Sioux City snags total amount expended uncompleted contracts valued vessels width
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13 페이지 - That the following sums are appropriated, out of any money In the Treasury not otherwise appropriated, to be immediately available and to be expended under the direction of the Secretary of War and the supervision of the Chief of Engineers...
300 페이지 - Treasury not otherwise appropriated, to be immediately available, and to be expended under the direction of the Secretary of War and the supervision of the Chief of Engineers, for the construction, completion, repair, and preservation of the public works hereinafter named: ***** Sec.
300 페이지 - QChief of Engineers, United States Army, for nineteen hundred and seven, pages twenty-two hundred and sixty-two to twenty-two hundred and...
61 페이지 - NY, for a distance of about 4 miles, had a natural depth varying from 12£ feet at the mouth to 4 feet at the head of navigation. The original project, adopted in 1880 and modified in 1884, provided for a channel 240 feet wide and 21 feet deep from the mouth to the Vernon Avenue Bridge, thence to the head of navigation on both branches for channels decreasing from 175 to 100 feet in width and from 18 to 10 feet in depth.
272 페이지 - Continuing improvement, two million dollars, which sum shall be expended, under the direction of the Secretary of War, in accordance with the plans, specifications, and recommendations of the Mississippi River Commission, as approved by the Chief of Engineers...
63 페이지 - ... as may be recommended by the Chief of Engineers and approved by the Secretary of War.
53 페이지 - Engineers for 1895, page 3213 et seq., and as subsequently modified is: First, to build an east breakwater 1,435 feet long, at an estimated cost of $197,000 (acts of March 3, 1895, and June 3, 1896) ; second, to narrow the breach made in the outer breakwater in 1884 from 175 to about 75 feet, at an estimated cost of $18,500; third, to widen and deepen the inner harbor in the mouth of the Oswego River and -to extend the deep-water area farther upstream by rock excavation. There are...
115 페이지 - The original project, adopted in 1880, contemplated providing an outlet for the river into Winyah Bay by constructing a canal from the river through Mosquito Creek into the bay. On this project there was expended $99,750. The present project, adopted in 1889, contemplates providing a more satisfactory outlet into the bay by cutting a canal 70 feet wide and 6 feet deep at mean low water from the Estherville plantation to Minim Creek and for snagging the entire river. The estimated cost is $350,000,...
21 페이지 - Of the latter amount, 108,686 tons were reshipped to points on the Merrimac and Powow Rivers. It is reported that the improvement made has reduced freight rates 25 cents per ton, and that if the projected depth of 17 feet at mean low water be obtained over the outer bar it would still further reduce the freight rates 15 to 25 cents per ton. The...
120 페이지 - ... the navigable channel throughout the entrance to St. Simons Sound, and up Brunswick River to Brunswick Point) channels having a depth of 30 feet at mean high water, with widths varying from 150 feet in Academy Creek to 400 feet across the outer bar, to be accomplished mainly by dredging; but the extension of the existing training wall in East River and the construction of two spur dikes is also authorized. The estimated cost of the work is $496,650, with a yearly cost of maintenance not exceeding...