...differing from each other in magnitude and probable efl'ects. One plan contemplated the construction of two long jetties starting from the opposite shores of the entrance and extending seaward across tli e bar. By the other plan only one long jetty, that upon the north shoal,...

...probable effects, the more comprehensive one has been adopted. This plan provides for the construction of two long jetties, starting from the opposite shores of the entrance, and extending seaward across the bar. It was intended thereby to establish a mid-channel depth of 15 feet...

...as part of Appendix I 7, Annual "Report of the Chief of Engineers for 1879. PROJECT OF IMPROVEMENT. The approved project is to obtain a least mid-channel...near their outer extremities on the bar they shall be 1,000 feet apart. The jetties are to be built of brush or log mattresses and rip-rap stone, and suitably...

...1879. PROJECT OF IMPROVEMENT. The approved project is to obtain a least mid-channel depth across trRi bar of 15 feet at mean low water by the contraction...their outer extremities on the bar ; they shall be 1 ,000 feet apart. The jetties are to be built of brush or log mattresses, and riprap stone, and suitably...

...at the mouth by concentrating and directing the rlow of the river by two long jetties, starting from opposite shores of the entrance and converging until,...their outer extremities on the bar, they shall be 1,000 feet apart. The jetties are to be built of riprap stone on mattresses of log or brush and suitably...

...at the mouth by concentrating and directing the flow of the river by two long jetties, starting from opposite shores of the entrance and converging until,...their outer extremities on the bar, they shall be !,(!()() feet apart. The jetties are to*be built of riprap stone on mattresses of log or brush and...

...concentrating and directing the flow of the river by two long jetties, starting from opposite sides of the entrance and converging until, near their outer extremities on the bar, they shall be 1,(JO() feet apart. The jetties are to be built of riprap stone on mattresses of log or brush and suitably...

...formation and maintenance of a channel across the bar 10 feet deep at mean low water by means of riprap jetties starting from the opposite shores of the entrance, and converging until at their outer extremities they should be about 1,600 feet apart. The estimated cost was $1,468,000/...

...probable effects, the more comprehensive one has been adopted. This plan provides for the construction of two long jetties, starting from the opposite shores of the entrance and extending sea ward across the bar. It was intended thereby to establish a mid-Chan uel depth of 15...