Congressional Serial Set, Issue 10880U.S. Government Printing Office, 1944 - United States Reports, Documents, and Journals of the U.S. Senate and House of Representatives. |
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Results 1-5 of 99
Page 4
... located therein is the construction of a channel improvement within Trinidad at an estimated first cost of $ 1,034,500 and annual charges of $ 42,200 . The district engineer concludes that , since the estimated monetary benefits ...
... located therein is the construction of a channel improvement within Trinidad at an estimated first cost of $ 1,034,500 and annual charges of $ 42,200 . The district engineer concludes that , since the estimated monetary benefits ...
Page 6
... located in southeastern Colorado and northeastern New Mexico between longitude 103 ° and 105 ° and latitude 37 ° and 38 ° . ( See map No. 1 , appendix A. ) The roughly crescent - shaped basin is longitudinally alined in a southwest ...
... located in southeastern Colorado and northeastern New Mexico between longitude 103 ° and 105 ° and latitude 37 ° and 38 ° . ( See map No. 1 , appendix A. ) The roughly crescent - shaped basin is longitudinally alined in a southwest ...
Page 7
... located in the plains region . The southern watershed is roughly parallel to the Colorado - New Mexico State line from Sangre de Cristo Mountains easterly to Mesa De Maya , a distance of about 80 miles . The general elevations along ...
... located in the plains region . The southern watershed is roughly parallel to the Colorado - New Mexico State line from Sangre de Cristo Mountains easterly to Mesa De Maya , a distance of about 80 miles . The general elevations along ...
Page 11
... located in the areas where irrigation has been possible . Dry - farming areas represent less than 1 percent of the agricultural developments . The average annual value of the crops in the flood plain is about $ 48,300 . The principal ...
... located in the areas where irrigation has been possible . Dry - farming areas represent less than 1 percent of the agricultural developments . The average annual value of the crops in the flood plain is about $ 48,300 . The principal ...
Page 33
... located so that the center line of the structure will be approximately on the center line of any future channel developments in that particular reach . The clear span should be adequate to provide for the probable channel widths , and ...
... located so that the center line of the structure will be approximately on the center line of any future channel developments in that particular reach . The clear span should be adequate to provide for the probable channel widths , and ...
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Common terms and phrases
acres agricultural appendix Arkansas River authorized bank Board of Engineers bridge canal channel Chehalis River Chestnut Creek Chief of Engineers construction Conway County costs and annual County levee district craft cubic feet district engineer division engineer downstream drainage structures dredging economic Engineers for Rivers estimated annual estimated cost estimated first cost evaluated annual benefits existing levee existing project Federal first cost feet per second flood control flood damages flood plain flood protection flow gage Galax harbors of refuge highway indirect losses interests irrigation Jessamine Kentucky River Lake Harney Lake Huron Lake Michigan Lake Monroe land levee project light-draft vessels located maintenance maximum ment mouth navigation non-Federal investment Pajaro River percent plan of improvement present proposed Purgatoire River railroad recommended reservoirs rights-of-way River Basin Rivers and Harbors run-off San Benito River shown storms stream Sturgeon Bay survey tion tributaries Trinidad United upstream vicinity Watsonville
Popular passages
Page 26 - Treasury not otherwise appropriated, to be immediately available, and to be expended under the direction of the Secretary of War and the supervision of the Chief of Engineers, for the construction, completion, repair, and preservation of the public works hereinafter named: ***** Sec.
Page 8 - 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 14 - The range between mean lower low water and mean higher high water is 9.9 feet.
Page 6 - Resolved by the Committee on Rivers and Harbors of the House of Representatives, United States, that the Board of Engineers for Rivers and Harbors created under section 3 of the River and Harbor Act, approved June 13...
Page 6 - Senate, That the Board of Engineers for Rivers and Harbors, created under section 3 of the River and Harbor Act, approved June 13, 1902, be and is hereby requested to review the report of the Chief of Engineers on the Ouachita River and tributaries, Arkansas and Louisiana, submitted as Senate Document No.
Page 7 - States free from damages due to the construction works; (c) maintain and operate all the works after completion in accordance with regulations prescribed by the Secretary of the Army...
Page 1 - Sec. 3. That hereafter no money appropriated under authority of this 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...
Page 12 - ... hold and save the United States free from claims for damages resulting from the improvement; and give assurances satisfactory to the Secretary of War that they will, at their expense, provide suitable bulkheads, dikes, or other structures for retention of excavated material.
Page 10 - Resolved by the Committee on Public Works of the United States Senate, That the Board of Engineers for Rivers and Harbors, created under Section 3 of the Rivers and...
Page 19 - The general comprehensive plan for flood control and other purposes in the Missouri River Basin approved by the Act of June 28, 1938...