Annual Report of the Secretary of War, Volume 2

Front Cover
U.S. Government Printing Office, 1894
 

Contents

IN THE CHARGE OF CAPT THOMAS L CASEY CORPS OF ENGINEERS
108
Delaware River N J and Pa 108 harbor between Philadelphia Pa and Camden
115
REPORT OF WM F SMITH UNITED STATES AGENT MAJOR OF ENGI
118
Wilmington Harbor Del 118 ice harbor at New Castle Del Appoquinimink
132
APPENDIX I
133
Potomac River at Washington D C 135 Anacostia River D C Occoquan Creek
145
REPORT OF CAPT EDWARD BURR CORPS OF ENGINEERS
146
IN THE CHARGE OF MAJ W S STANTON CORPS OF ENGINEERS
153
APPENDIX L
154
Roanoke River N C 153 Pasquotank River N C 154 Mackeys Creek N C
162
REPORT OF CAPT FREDERIC V ABBOT CORPS OF ENGINEERS
168
Waccamaw River N C and S C 168 Lumber River N C and S C Little Pedee
174
IN THE CHARGE OF CAPT O M CARTER CORFS OF ENGINEERS
182
IMPROVEMENTS Savannah Harbor Ga 1129 Savannah River Ga 1158 Savan
184
REPORT OF MAJ F A MAHAN CORPS OF ENGINEERS
196
IN THE CHARGE OF MAJ F A MAHAN CORPS OF ENGINEERS
200
REPORT OF MAJ A N DAMRELL CORPS OF ENGINEERS
210
IN THE CHARGE OF MAJ A N DAMRELL CORPS OF ENGINEERS
219
Securing mouth of Bayou Plaquemine La from further caving
232
IMPROVEMENT Securing mouth of Bayou Plaquemine La from further caving
234
WESTERN RIVERS
238
Red River La and Ark 238 Red River above Fulton Ark 240 Onachita
250
REPORT OF CAPT CARL F PALFREY CORPS OF ENGINEERS
251
IN THE CHARGE OF CAPT CARL F PALFREY CORPS OF ENGINEERS
253
Removing snags and wrecks from Mississippi River improving Mississippi River
260
IMPROVEMENTS Operating snag boats and dredge boats on Upper Mississippi River
261
Mississippi River above Falls of St Anthony Minn reservoirs at headwaters
269
IMPROVEMENTS Missouri River between the Great Falls Montana and Sioux City
270
Obion River Tenn Tennessee River above Chattanooga Tenn 273 Tennessee
277
IMPROVEMENTS Tennessee River between Chattanooga Tenn and foot of
282
Tennessee River between Chattanooga Tenn and foot of Bee Tree Shoals Ala
284
vessels or craft obstructing or endangering navigation 1889 EXAMINATION Mouth of Crawfish Creek and mouth of Mill Creek for ice harbors
289
Monongahela River W Va and Pa 290 operating and care of Locks and Dams
291
IN THE CHARGE OF CAPT JAMES G WARREN CORPS OF ENGINEERS
297
Great Kanawha River W Va 297 operating and care of locks and dams on Great
301
PART IV
302
Erie Harbor Pa 378 Presque Isle Peninsula Erie Harbor Pa Dunkirk Harbor
383
IMPROVEMENTS Erie Harbor Pa 2427 Presque Isle Peninsula Erie Harbor Pa
388
N THE CHARGE OF CAPT SMITH S LEACH CORPS OF ENGINEERS
389
rivers at Yuma Ariz
397
REPORT OF CAPT THOMAS W SYMONS CORPS OF ENGINEERS
402
Coquille River Oreg 402 Coquille River Oreg between Coquille City and Myrtle
404
HARBOR LINES Everett Harbor Wash 2627
409
Bar Oreg 406 entrance to Nehalem Bay Oreg Upper Snake River Idaho
412
IN THE CHARGE OF MAJ JAMES C POST CORPS OF ENGINEERS
417
IMPROVEMENTS Mouth of Columbia River Oreg and Wash 2631 Columbia River
418
APPENDIX Y
421
Greenport Harbor N Y Patchogue River N Y Harlem River N Y 422 West
424
1 Bridge across Merrimac River between Haverhill and Bradford Mass 430
431
SURVEYS 437 correcting engraved plates printing and issuing of charts resurvey
441
REPORT OF LIEUT COL HENRY M ROBERT CORPS OF ENGINEERS
447
APPENDIX No 3
461
G H MENDELL colonel Corps of Engineers U S A president W H H BEN
463
Post of Willets Point New York Harbor 467 United States Engineer School 468
468
IMPROVEMENTS St Croix River Me 489 Lubec Channel Me 491 Moosabec Bar
499
Little Harbor N H
527
IMPROVEMENTS Newburyport Harbor Mass 529 Merrimac River Mass 532
532
Harbor Mass 558 Plymouth Harbor Mass 560 Kingston Harbor Mass 562
562
IMPROVEMENTS Waccamaw River N C and S C 1067 Lumber River N C
568
REPORT OF CAPT W H BIXBY CORPS OF ENGINEERS
571
IMPROVEMENTS Harbor of refuge at Hyannis Mass 571 harbor of refuge at Nan
575
597 Pawcatnck River R I and Conn 600 harbor of refuge at Stonington
604
IMPROVEMENTS Mystic River Conn 622 Thames River Conn 624 Connecticut
638
HARBOR LINES Greenport Harbor N Y 716 Patchogue River N Y
719
Mass 566 removing sunken vessels or craft obstructing or endangering naviga
723
IMPROVEMENTS Hudson River N Y 723 harbor at Saugerties N Y 734 harbor
741
HARBOR LINES Harlem River N Y 786 Westchester Creek N Y
790
IMPROVEMENTS Sumpawanus Inlet N Y 794 Canarsie Bay N Y 795 Sheeps
804
River N J 822 removing sunken vessels or craft obstructing or endangering
823
IMPROVEMENT Oakland Harbor Cal 2501
IMPROVEMENTS Manistique Harbor Mich 2012 Cedar River Harbor Mich 2043

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Page 728 - ... 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...
Page 424 - 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.
Page 59 - The existing project of 1883 provides for the deepening of the river so as to secure a channel of at least 12 feet depth at low water, with 100 feet width from its mouth, at Providence, up to...
Page 113 - The estimated cost of obtaining a channel of the above dimensions is about $2,425,000, which covers the estimated cost of the permanent improvement of the Delaware River between the upper part of Philadelphia and deep water in the bay. This estimate of cost does not include the improvement of Philadelphia Harbor, which is a separate project. With the present requirements of commerce above Philadelphia, it is not considered that the part of the river lying between Trenton and Bridesburg demands any...
Page 266 - J he original condition of the channel between the Missouri ] liver and St. Paul was such that in low stages the larger boats were unable to proceed farther up the river than La Crosse or Winona; and in many seasons, at points much lower down, their progress was checked or seriously hindered.
Page 266 - The original project for the improvement, adopted in 1879, which has not been materially changed, proposed the contraction of the channel or waterway by means of wing and closing dams to such an extent as, by means of the scour thereby caused, to afford a channel of sufficient width and of a depth of 4.5 feet at low water, to be eventually increased to 6 feet by further contraction.
Page 430 - Plans and maps of locations of the following bridges proposed to be erected under these provisions have been examined with a view to protection of the interests of navigation, and have been approved by the Secretary of War; and the local engineer officers have been furnished with copies of the drawings and instruments of approval, and charged with the supervision of construction of the bridges so far as necessary to see that they are built in accordance with the approved plans.
Page 20 - Division; as president of the Board to establish harbor lines for the harbor of New York and its adjacent waters, and as member of the Board of Ordnance and Fortification.
Page 568 - Provincetown Harbor is situated at the extremity of Cape Cod, about 40 miles southeast from Boston Light. It is one of the most valuable harbors of refuge on the Atlantic Coast. The entire commerce of New England and a very large local fishing interest are directly benefited by its maintenance, which depends entirely 011 the preservation of the sandy beaches which inclose it.
Page 56 - ... of the material used therein. The commerce of Wareham is carried on in sailing vessels, and the channel is to be made a beating channel for such vessels. Another object of the improvement is the raising of Long Beach, over which the sands from the bay were washed into the harbor.

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