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" Bar, 1.34 miles, were nnder improvement between 1879 and 1890. At a cost of $141,656.16 a channel 80 feet wide and 9 feet deep was secured, through the sound, and a channel of the same depth 40 feet wide through the bay and over the bar. The project adopted... "
Report of the Chief of Engineers U.S. Army - Page 1296
by United States. Army. Corps of Engineers - 1891
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Annual Report (or Report) of the Secretary of War, Volume 2, Part 2

United States. War Department - 1891 - 696 pages
...through the sound, and a channel of the same depth 40 feet wide through the bay and over tile hill1. The project adopted for the entire route is a channel...This estimate for dredging is as follows: Elizabeth River: Cubic yord«. Deepening and widening channel from Albemarle and Chesapeake Canal Lock, 2-J miles...
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Annual Report of the Chief of Engineers, United States Army, Part 2

United States. Army. Corps of Engineers - Engineering - 1891 - 660 pages
...North River Bar, 13i miles, were under improvement between 1879 and 1890. At a cost of |141,6o6.16 a channel 80 feet wide and 9 feet deep was secured...water, to correspond to that already secured over iime-tenths of the route. A survey was made of such parts as needed further improvement during December...
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Annual Report of the Chief of Engineers to the Secretary of War for ..., Issue 1

United States. Army. Corps of Engineers, United States. War Department. Corps of Engineers - Engineering - 1891 - 1076 pages
...and Chesapeake Canal Cempany. The project of improvement adopted in 1878 was to secure by dredging a channel 80 feet wide and 9 feet deep at low water the entire length of the sound, !()£ miles. In 1880 there was added the plan to secure a similar channel...
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Annual Reports of the War Department, Volume 2, Part 1

United States. War Department - 1891 - 1078 pages
...and Chesapeake Canal Company. The project of improvement adopted in 1878 was to secure by dredging a channel 80 feet wide and 9 feet deep at low water the entire length of the sound, 10£ miles. In 1880 there was added the plan to secure a similar channel...
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Annual Report of the Chief of Engineers to the Secretary of War for ..., Part 2

United States. Army. Corps of Engineers - Engineering - 1892 - 1034 pages
...Curritnck Sound, Coanjok Bay, and North Kiver Bar, 13i miles, were uuder improvement between 1879 and 1890. At a cost of $141,656.16 a channel 80 feet wide...that already secured over nine-tenths of the route. March 24, 1891, a contract for dredging was entered into with Chester T. Caler of Norfolk, Va., at...
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Annual Reports of the Secretary of War, Volume 2

United States. War Department - 1912 - 1416 pages
...by small vessels only. The original project, adopted in 1879, was to dredge the bar so as to obtain a channel 80 feet wide and 9 feet deep at low water, and to make cut-offs at sharp bends and to remove obstructions up to Spruills Bridge. The sum of $8,000...
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Annual Reports of the War Department, Volume 2

United States. War Department - 1912 - 1420 pages
...by small vessels only. The original project, adopted in 1879, was to dredge the bar so as to obtain a channel 80 feet wide and 9 feet deep at low water, and to make cut-offs at sharp bends and to remove obstructions up to Spruills Bridge. The sum of $8,000...
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A Historical Summary Giving the Scope of Previous Projects for the ...

United States. Army. Corps of Engineers - Harbors - 1915 - 300 pages
...the river and harbor act of March 3, 1879, was to dredge the bar at the mouth of the river to obtain a channel 80 feet wide and 9 feet deep at low water, and to make cut-offs at sharp bends and to remove obstructions up to Spruills Bridge. The sum of $8,000...
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Annual Report of the Secretary of War, Volume 2

United States. War Department - 1893 - 1302 pages
...by overhanging growth, snags, and sharp bends in all the rivers. The project adopted was to secure a channel 80 feet wide and 9 feet deep at low water over the entire route, about 58 miles, by dredging, by removing obstructions, and by constructing a...
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Congressional Serial Set

United States - 1896 - 900 pages
...of the same depth 40 feet wide through the bay and over the bar. The project adopted was to secure a channel 80 feet wide and 9 feet deep at low water over the entire route, about 58 miles, by dredging, by removing obstructions, and by constructing a...
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