Annual Report of the Secretary of War

Portada
U.S. Government Printing Office, 1892
 

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Contenido

IN THE CHARGE OF CAPT THOMAS L CASEY CORPS OF ENGINEERS
99
IN THE CHARGE OF MAJ C W RAYMOND CORPS OF ENGINEERS
117
Wilmington Harbor Del 120 ice harbor at New Castle Del Appoquinimink
131
EXAMINATIONS AND SURVEYS Eastern Branch of Potomac River Anacostia River
147
IN THE CHARGe of Lieut Edw Burr CorPS OF ENGINEERS
149
APPENDIX L
155
APPENDIX M
170
IN THE CHARGE OF CAPT FREDERIC V ABBOT CORPS OF ENGINeers
171
APPENDIX
177
IN THE CHARGE OF CAPT O M CARTER CORPS OF ENGINEERS
181
APPENDIX
186
IN THE CHARGE OF CAPT PHILIP M PRICE CORPS OF ENGINEERS
194
IMPROVEMENTS Apalachicola Bay Fla 1397 Apalachicola River Fla 1400 Flint
204
IN THE CHARGE OF MAJ A N DAMRELL CORPS OF ENGINEERS
206
IN THE CHARGE OF MAJ JAMES B QUINN CORPS OF ENGINEERS
215
IMPROVEMENTS Savannah Harbor Ga 1243 Savannah River Ga 1253 Darien
223
Securing mouth of Bayon Plaquemine La from further caving 223 removing
224
APPENDIX V
230
IN THE CHARGE of Capt J H WILLARD CORPS OF ENGINEERS
235
IMPROVEMENTS Red River La and Ark 1573 Red River above Fulton Ark
239
IN THE CHARGE of Capt H S TABER CORPS OF ENGINEERS
244
APPENDIX X
249
IN THE CHARGE OF MAJ A M MILLER Corps of Engineers
252
APPENDIX
257
IN THE CHARGE OF MAJ W A JONES CORPS OF ENGINEERS
258
IN THE CHARGE OF CAPT CHAS F POWELL CORPS OF ENGINEERS
265
IN THE CHARge of Capt George W GOETHALS CORPS OF ENGINEERS
275
IN THE CHARGE OF MAJ AMOS STICKNEY CORPS OF ENGINEERS
282
IN THE CHARGE OF LIEUT COL G J LYDECKER CORPS OF ENGINEERS
283
IN THE CHARGE OF COL WILLIAM P CRAIGHILL CORPS OF ENGINEERS
289
IN THE CHARGE OF MAJ D W LOCKWOOD CORPS OF ENGINEERS
295
IN THE CHARGE of Capt W L FISK CORPS OF ENGINEERS
302
IN THE CHARGE OF MAJ JAMES F GREGORY CORPS OF ENGINEERS
315
APPENDIX J
316
IN THE CHARGE OF MAJ WILLIAM LUDLOW CORPS OF ENGINEERS
324
IN THE CHARGE OF COL O M POE CORPS OF ENGINEERS
332
IMPROVEMENTS St Marys River Mich 2398 operating and care of St Marys Falls
344
IN THE CHARGE of Lieut COL JARED A SMITH CORPS OF ENGINEERS
347
EXAMINATIONS AND SURVEYS Grand River Ohio between Richmond and
352
IN THE CHARGE OF MAJ E H RUFFNER CORPS OF ENGINEERS
357
1 County bridge across Kentucky River at Frankfort Ky 2 Society Hill
411
IN THE CHARGE OF LIEUTt Col George H ELLIOT CORPS OF ENGINEERS
417
REPORT OF CAPT W L MARSHALL CORPS OF ENGINEERS
420
OFFICERS on duty at headquarters of military departments operations in Depart
424
IMPROVEMENT Oakland Harbor Cal 2617
427
Report of Capt C McD Townsend Corps of Engineers on operations
445
FORTIFICATIONS
453
APPENDIX No 3
465
APPENDIX No 4
471
POST of Willets Point N Y 473 United States Engineer School 474 Battalion
481
APPENDIX
493
IMPROVEMENTS St Croix River Me 494 Lubec Channel Me 495 Moosabec Bar
513
Portland Me 520 Saco River Me 521 Kennebunk River Me 524 York Har
533
EXAMINATIONS AND SURVEYS Penobscot River Me 533 Kennebec River Me
541
APPENDIX
551
Cape Ann Mass 558 Gloucester Harbor Mass 566 Manchester Harbor Mass
569
APPENDIX C
597
Harbor Mass 609 Westport Harbor Mass 612 Taunton River Mass 613 Pay
623
Block Island R I 630 Pawcatuck River R I and Conn 633 harbor of refuge
637
EXAMINATIONS AND SURVEYS Menemsha Bight Mass 642 Canapitsit Channel
645
cut River Mass and Conn 656 harbor of refuge at Duck Island Harbor Conn 664
664
Clinton Harbor Conn 667 New Haven Harbor Conn 668 breakwaters at
680
Bridgeport Harbor Conn 685 Black Rock Harbor Conn 689 Norwalk Harbor
697
Harbor N Y 704 Echo Harbor New Rochelle N Y 706 East Chester Creek
727
CHAS R SUTER LieutenantColonel Corps of Engineers U S A President
794
IMPROVEMENTSHudson River N Y 734 harbor at Saugerties N Y 771 harbor
838
HARBOR LINESNew York Harbor and its adjacent waters
849
APPENDIX
863
Island and New Jersey 871 Passaic River N J 873 Elizabeth River N J 78
897
IMPROVEMENTS Delaware River Pa and N J 900 harbor between Philadelphia
940
REPORT OF COL WM P CRAIGHILL CORPS OF ENGINEERS
960
REPORT OF WM F SMITH UNITED STATES AGENT MAJOR OF ENGI
961
IMPROVEMENTS Wilmington Harbor Del 946 ice harbor at New Castle Del
968
Charles City Va and approaches by Cherrystone Inlet 979 removing sunken
980
EXAMINATIONS AND SURVEYS Murderkill River Del 981 Mispillion River Del
988
PART II
and Bar Oregon 2742 Swinomish Slough Wash 2752 ship canal to connect Lakes
EXAMINATIONS AND SURVEYS Inside route between Doboy and Sopelo Ga 1294
Wash 2794

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Página 736 - ... of the channel of any navigable water of the United States, unless the work has been recommended by the Chief of Engineers and authorized by the Secretary of War...
Página 395 - An Act to prevent obstructive and injurious deposits within the harbor and adjacent waters of New York City, by dumping or otherwise, and to punish and prevent such offenses," as amended by section three of the river and harbor Act of August eighteenth, eighteen hundred and ninety-four.
Página 99 - The originally adopted project (1879) was to deepen the entrance by means of converging jetties, and to improve the interior channel by longitudinal dikes, so placed as in some instances to form tidal reservoirs for the scour of the channel. The project was revised in 1881, and provides for excavating a channel at the outlet 100 feet wide and 6 feet deep at mean low water, to connect the bay with Dead Horse Inlet, and to dredge the interior channel...
Página 806 - ... address, of a written notice requiring him to make payment within sixty days from the service of the notice at a place specified therein, and stating that, in case of...
Página 23 - ... regulations shall be deemed guilty of a misdemeanor and, on conviction thereof in any district court of the United States within whose territorial jurisdiction such offense may have been committed, shall be punished by a fine not exceeding five hundred dollars, or by imprisonment (in the case of a natural person) not exceeding six months, in the discretion of the court.
Página 253 - By the river and harbor act of August 11, 1888, provision was made for operating snag boats and dredge boats on the Upper Mississippi River under a permanent appropriation, the sum so expended not to exceed the amount appropriated in said act for such purpose.
Página 143 - Of these bars Fredericksburg bar, with a least depth of 4 feet, and Spottswood bar, 4 miles below Fredericksburg, with a least depth of 6 feet, caused the most delay to steamboats and vessels. The...
Página 484 - LIBRARY OF THE UNITED STATES ENGINEER SCHOOL: For purchase and binding of professional works of recent date, treating of military and civil engineering and kindred scientific subjects, five hundred dollars ; In all, nine thousand five hundred dollars.
Página 96 - Bay forms the western part of the large triangular bay inclosed between Sandy Hook, the New Jersey shore, and Staten Island. The channel undergoing improvement lies to the southeast of Seguine Point on the south shore of Staten Island.
Página 754 - Fifth. Constructing the dikes of timber and stone, in a manner to secure their permanency, at a minimum cost, the details varying with the locality, to be left to the discretion of the local engineer, to be so designed as to admit of having an increased height given to the dikes if necessary. Sixth. To protect, when necessary, the banks and islands against the abrading action of the current by revetments. Seventh. That limits, beyond which no encroachments upon the channel should be made, be prescribed,...

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