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APPENDIX UU----REPORT OP MAJOR JONES. 2517 UU 2- IMPROVEMENT OF UPPER WILLAMETTE RIVER, OREGON. The object of the improvement is to secure light-draught navigation as far up as Eugene City, Oregon, inclusive of 12 miles of...
2006-06-16
2518 REPORT OF THE CHIEF OF ENGINEERS, U. S. ARMY. letter of the chief of engineers. Office of the Chief of Engineers, United States Army, Washington, D. C, December 14, 1886. Sir: The inclosed copy of a resolution...
2006-06-16
APPENDIX UU—KEPORT OF MAJOR JONES. 2519 bo the proper method, as there will bo no disturbance of tbo regimen of the river, nor of any vested property rights that may have grown up in the vicinity. Two things are essential to this...
2006-06-16
2520 REPORT OP THE CHIEF OF ENGINEERS, U. S. ARMY. Money statement. July 1, 1886, amount available......................................... $15,48 Amount appropriated by act approved August 5, 1886................... 10,...
2006-06-16
APPENDIX U-U—REPORT OF MAJOR JONES. 2521 depth of water for efficient tamping. This seems like a simple opera- tion, but in the difficult rapids of this river it requires great skill and judgment. The following work was done :...
2006-06-16
2522 REPORT OF THE CHIEF OF ENGINEERS, U. S. ARMY. RESUME OF MONTHLY OPERATIONS. September, 1886. Operations during the month consisted of organizing survey and blasting parties and assembling the necessary men, boats, and material...
2006-06-16
APPENDIX UU—REPORT OF MAJOR JONES. 2523 December, 1886. Survey party.—Survey of Long Crossing Rapids completed on 4th instant. On the 5th and 6th instants measurements for low-water dis- charge were made at favorable...
2006-06-16
46 p. Includes selected pages of the Report of the Chief of Engineers for 1887.
1887-11-23
ANNUAL REPORTS, WAR DEPARTMENT FISCAL YEAR ENDED JUNE 30, 1914 REPORT OF THE CHIEF OF ENGINEERS U. S. ARMY 1914 IN THREE PARTS PART 1 WASHINGTON GOVERNMENT PRINTING OFFICE 1914
2006-06-16
ANNUAL REPORT OF THE CHIEF OF ENGINEERS, UNITED STATES ARMY. 1914. 60993°—eng 1914----1
2006-06-16
1376 REPORT OF THE CHIEF OF ENGINEERS, U. S. ARMY. between Riparia and Asotin, calling at points on the opposite bank from the railroad, and up to a point 15 miles above Lewiston. There is also one gasoline steamer, 65 feet in length...
2006-06-16
RIVER AND HARBOR IMPROVEMENTS. 1377 of obstructing bowlders and ledges, and raking the gravel shoals in order to make safe and available the channel that now exists, at an estimated cost of $400,000. In: 1907 the State Legislature of...
2006-06-16
1378 REPORT OF THE CHIEF OF ENGINEERS, U. S. ARMY. extreme variation of water surface at that time is about 34 feet above low water. The length of the improved section-is 124 miles. The Columbia Eiver is navigable in fact to the...
2006-06-16
RIVER AND HARBOR IMPROVEMENTS. 1379 10. Columbia River between the foot of The Dalles Rapids and the head of Celilo Falls, Oreg. and Wash.—Columbia River rises in the southeastern part of British Columbia, flows in a northwesterly...
2006-06-16
1380 REPORT OF THE CHIEF OF ENGINEERS, TJ. S. ARMY. These modifications embodied a reduction in curvature of canal axis, the substitution of concrete-lined embankments for heavy masonry walls, and the installation of an extra lock to be...
2006-06-16
RIVER AND HARBOR IMPROVEMENTS. 1381 The canal construction work has also been prosecuted by hired labor since July 16,1910. The operations during the past fiscal year have consisted of con- struction work on the canal between...
2006-06-16
1382 REPORT OF THE CHIEF OF ENGINEERS, V. S. ARMY. The Oregon Trunk Railway has constructed a bridge over the Columbia River below Celilo to connect its north bank road (of the Hill system) with its new road, now constructed up the...
2006-06-16
RIVER AND HARBOR IMPROVEMENTS. 1383 July 1, 1914, amount covered by uncompleted contracts_________ $89, 779. 00 Amount (estimated) required to be appropriated for completion of existing...
2006-06-16
1384 REPORT OF THE CHIEF OF ENGINEERS, V. S. ARMY. As constructed, the canal is 3,000 feet in length and has a clear width of 90 feet. There are two locks, 521 and 514 feet, respectively, between hollow quoins, each 90 feet wide, with 8...
2006-06-16
RIVER AND HARBOR IMPROVEMENTS. 1385 July 1, 1913, balance unexpended____________________________$100, 896. 94 June 30, 1914, amount expended during fiscal year, for works of im-...
2006-06-16
1386 REPORT OP THE CHIEF OF ENGINEERS, V. S. ARMY. until it reaches the northern boundary of Oregon, thence in a general westerly direction for about 350 miles, between the States of Oregon and Washington, until it empties into the...
2006-06-16
RIVER AttD HARBOR IMPROVEMENTS. 1387 References to examination or survey reports and maps or plans (including project documents). Section covered. Congressional documents. Annual reports of Chief of Engineers....
2006-06-16
1388 REPORT OP THE CHIEF OP ENGINEERS, U. S. ARMY. of the Columbia River opposite Vancouver, Wash., the slough has been closed to through navigation except in high stages, and much shoaling has taken place. The low-water period in the...
2006-06-16
RIVER AND HARBOR IMPROVEMENTS. 1389 Thers are at present on this waterway two large industrial estab- lishments, a sawmill, and a meat-packing plant, both of which make use of water transportation. It is anticipated that the...
2006-06-16
1390 KEPORT OF THE CHIEF OF ENGINEERS, U. S. ARMY. 2. Preliminary examination of North Fork of Coquille River, Oreg., for a distance of 17 miles up the stream from the mouth.— Report dated November 28, 1910, with map, is printed in House...
2006-06-16
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