San Juan Harbor, Puerto Rico: Communication from the Assistant Secretary of the Army (Civil Works) Transmitting a Letter from the Chief of Engineers, Department of the Army, Dated October 10, 1975, Submitting a Report on San Juan Harbor, Puerto Rico, Requested by a Resolution of the House Committee on Public Works Adopted September 3, 1964 |
From inside the book
Results 1-5 of 26
Page 1
... turning basin to 40 feet , widening the channel to 450 feet , and easing the bend at its junction with Puerto Nuevo ... Basin to 36 feet at an irregular width between San Antonio Channel and the cruise ship piers on the south side of Old ...
... turning basin to 40 feet , widening the channel to 450 feet , and easing the bend at its junction with Puerto Nuevo ... Basin to 36 feet at an irregular width between San Antonio Channel and the cruise ship piers on the south side of Old ...
Page 10
... Turning Basin to 40 feet , widening the channel to 450 feet , and easing the bend at the junction of Army Terminal ... basin to 36 feet at an irregular width between San Antonio Channel and the cruise ship piers on the south side of Old ...
... Turning Basin to 40 feet , widening the channel to 450 feet , and easing the bend at the junction of Army Terminal ... basin to 36 feet at an irregular width between San Antonio Channel and the cruise ship piers on the south side of Old ...
Page 20
... Turn- ing Basin to 40 feet ; widen the channel to 450 feet , easing bend at junction of Army Terminal and Puerto Nuevo Channels . Deepen Graving Dock Channel to 40 feet at existing width and easing the bend at the junction with Anegado ...
... Turn- ing Basin to 40 feet ; widen the channel to 450 feet , easing bend at junction of Army Terminal and Puerto Nuevo Channels . Deepen Graving Dock Channel to 40 feet at existing width and easing the bend at the junction with Anegado ...
Page 28
... turning basin to 40 feet , widening the channel to 450 feet , and easing the bend at the junction of Army Terminal and Puerto Nuevo Channels ; d . Deepening Puerto Nuevo Channel to 40 feet and widening it to 400 feet , easing the bend ...
... turning basin to 40 feet , widening the channel to 450 feet , and easing the bend at the junction of Army Terminal and Puerto Nuevo Channels ; d . Deepening Puerto Nuevo Channel to 40 feet and widening it to 400 feet , easing the bend ...
Page 36
... turning basin at Army Terminal . The authorized depths of these areas are 36 feet . Graving Dock Channel is 400 feet wide and extends approximately 6,000 feet southeastward from Anegado Channel . Authorized depth of the channel and turning ...
... turning basin at Army Terminal . The authorized depths of these areas are 36 feet . Graving Dock Channel is 400 feet wide and extends approximately 6,000 feet southeastward from Anegado Channel . Authorized depth of the channel and turning ...
Common terms and phrases
36 feet 40 feet agencies Anchorage Area Anegado Channel Army Terminal Channel Bar Channel Bayamon benthic buoys Cano de Martin cargo Caribbean Common Catano Chief of Engineers Coastal waters Common Common Atlantic Ocean Commonwealth of Puerto construction coral Corps of Engineers cruise ship Cruise Ship Basin cubic yards Deepening depth disposal area disposal of dredged dredged material dredging easing the bend economic effects El Morro Castle Environmental Impact Statement Environmental Quality Plan estimated Federal feet deep feet wide Graving Dock Channels historic sites improvements Jacksonville limestone Martin Pena miles mooring dolphins offshore Old San Juan paragraph percent proposed Puerto Nuevo Channel Puerto Rico Puerto Rico Ports recommended plan relocation Rico Ports Authority Rico's Sabana Approach Channel San Antonio Channel San Juan area San Juan Bay San Juan City San Juan Harbor San Juan Island sediment survey-review report traffic turbidity turning basin vessels water quality waters Common Atlantic width
Popular passages
Page 31 - Act shall be expended on the construction of any project until States, political subdivisions thereof, or other responsible local agencies have given assurances satisfactory to the Secretary of War that they will (a) provide without cost to the United States all lands, easements, and rights-of-way necessary for the construction of the project...
Page 54 - ... if it produces a standard elutriate in which the concentration of no major constituent is more than 1.5 times the concentration of the same constituent in the water from the proposed disposal site used for the testing. The "standard elutriate...
Page 66 - Reservoirs; subject to the condition that for each local flood-protection project, no expenditures will be made until local interests give assurances satisfactory to the Secretary of the Army that they will (a) provide without cost to the United States all lands, easements, and rightsof-way necessary for the construction of the project; (6) hold and save the United States free from damages...
Page 31 - Avenue to the navigation turning basin ; all generally in accordance with the plans of the district engineer, and with such modifications thereof as in the discretion of the Chief of Engineers may be advisable...
Page 111 - Resolved by the Committee on Rivers and Harbors of the House of Representatives, United States, that the Board of Engineers for Rivers and Harbors...
Page 63 - Disposal of polluted dredged material. Polluted dredged material may be disposed of in the ocean If it can be shown that the place, time, and conditions of dumping are such as not to produce an unacceptable adverse impact on the areas of the marine environment cited in § 227.60 (c).
Page 1 - To : The Secretary of the Army. 1. I submit herewith for transmission to Congress the report of the Board of Engineers...
Page 59 - States of $625,000 for construction; provided local interests give assurances satisfactory to the Secretary of the Army...
Page xiv - Thank you for giving us an opportunity to provide these comments, which we hope will be of assistance to you. We would appreciate receiving eight (8) copies of the final statement.
Page 212 - Register properties will be affected by the project, or a listing of the properties to be affected, an analysis of the nature of the effects, a discussion of the ways in which the" effects were taken into account, and an account of steps taken to assure compliance with section 106 of the National Historic Preservation Act of 1966 (Pub.