 | United States. War Department - 1891 - 918 pages
...the river to the 15-foot contour in Green Bay, and dredging a channel between them 14 feet deep. In 1874 it was decided to extend the piers to the 16-foot contour. Present works.—(1) North pier, 1,854 feet in length, consisting of 585 feet of slab pier 20 feet wide; 609... | |
 | United States. War Department - 1888 - 878 pages
...the river to the 15-foot contour in Green Bay, and dredging a channel between them 14 feet deep. In 1874 it was decided to extend the piers to the 16-foot...width of 14 feet and 128 feet a width of 18 feet; G60 feet of cribs, 610 feet with a width of 20 feet and 50 feet with a width of 24 feet. (2) South... | |
 | United States. War Department - 1889 - 772 pages
...in Green Bay, and dredging a channel between them 14 feet deep. In 1874 it was decided to extend tbe piers to the 16-foot contour. Present works. — (1) North pier, 1,854 feet in length, consisting of 5S5 feet of slab-pier 20 feet wide ; G09 feet of pile-pier, 481 feet of the saine having a width of... | |
 | United States. War Department - 1891 - 834 pages
...the river to the 15-foot contour in Green Bay, and dredging a channel between them 14 feet deep. In 1874 it was decided to extend the piers to the 16-foot...pier, 1,854 feet in length, consisting of 585 feet of slab pier 20 feet wide; 609 feet of pile pier, 481 feet of the same having a width of 14 feet and 128... | |
 | United States. Army. Corps of Engineers - 1892 - 986 pages
...14 feet deep. In 1874 it was decided to extend the piers to the IG-fbot contour. Present work. — (1) North pier, 1,854 feet in length, consisting of 585 feet of slab pier, 20 feet wide; 00!» feet of pile pier, 481 feet of the same having a width of 14 feet, and... | |
 | United States. Army. Corps of Engineers - 1894 - 828 pages
...pier, 1,854 feet in length, consisting of 585 feet of slab pier 20 feet wide; GO!) feet of pile pier, 481 feet of the same having a width of 14 feet and 128 feet a width of 18 feet; 660 feet of cribs, «10 feet with a width of 20 feet, and 50 feet with a width of 24 feet. (2) South pier, 2,710 feet... | |
 | United States. War Department - 1894 - 844 pages
...pier, 1,85-1 feet in length, consisting of 585 feet of slab pier 20 feet wide; GOO feet of pile pier, 4-81 feet of the same having a width of 14 feet and 128 feet a width of 18 feet; «GO feet of cribs, 010 feet with a width of 20 feet, and CO feet with a width of 24 feet. (2) South... | |
 | United States. Army. Corps of Engineers - 1889 - 920 pages
...the river to the 15 foot contour in Green Bay, and dredging a channel between them 14 feet deep. In 1874 it was decided to extend the piers to the 16-foot...(1) North pier, 1,854 feet in length, consisting of 535 feet of slab-pier 20 feet wide ; 609 feet of pile-pier, 481 feet of the same having a width of... | |
 | United States. Army. Corps of Engineers - 1070 pages
...pier, 1,854 feet in length, consisting of 585 feet of slab pier L'O feet wide; 609 feet of pile pier, 481 feet of the same having a width of 14 feet and 128 feet a width of 18 feet; 660 feet of of cribs, 610 feet with a width of 20 feet, and 50 feet with a width of 24 fret (2) South pier. 1_',710... | |
 | United States. Army. Corps of Engineers - 1894 - 820 pages
...1,854 feet in length, consisting of 585 feet of slab pier 20 feet wide; G09 feet of pile pier, 4SI feet of the same having a width of 14 feet and 128 feet a width of 18 feet; (560 feet of cribs, Ü10 feet with a width of 20 feet, and 50 feet with a width of 24 feet. (2) South... | |
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... mouth of the river to the 15-foot contour in Green Bay, and dredging a channel between them 14 feet deep. In 1874 it was decided to extend the piers to the 16-foot contour. 
