Sr. Moro, taking the dimensions and cost of the Caledonia Canal as a standard, estimates the cost of a similar ship canal across the Isthmus[7] at $17,000,000. He includes in his estimate the cost of one hundred and sixty-one (161) locks, which may be reduced to one hundred and twenty. These results were not deemed satisfactory.
The privileges granted to Mr. Garay were secured by P. A. Hargous and Major (now Brevet Major-General) Barnard, Corps of Engineers. W. H. Sidell and others were employed to survey the route of a railroad. Of this survey we have the very interesting report of J. J. Williams, containing information of the statistics, geology, and topography of the country. The summit is 855 feet above tide; the entire length of the line is 190 miles. A summit-level and tunnel would be necessary to carry a canal across the ridge. Com’d Perry and Lieut. Temple, U. S. N., found about twelve feet water on the Coazacoalcos bar. The bar is supposed to be composed of hard clay, admitting of a permanent improvement. Capt. Basil Hall, R. N., and Com. Shubrick, U. S. N., speak of the Pacific terminus at Ventosa Bay as exceeding boisterous and unfavorable for anchorage.
The merits of this route have been minutely described by Col. J. J. Abert, Chief Corps Topographical Engineers, and Col. G. W. Hughes, of the same corps; and by common consent the route is regarded as possessing “little merit as a practicable line for the construction of a ship canal.”
HONDURAS.
A barometric survey was made of this route. With excellent harbors, it is obstructed by an elevated dividing ridge. The topographical features of the country indicate the probable existence of a more favorable pass. A better route may be found by starting from the Gulf of Dulce, and proceeding toward the town of Guatemala; or by starting from the same point, a more southerly direction appears to possess advantages. Inference from maps of this region must be received with caution. The route is condemned by Admiral Davis.
NICARAGUA.
With the exception of the Panama route, no Isthmean project has received so careful an examination as the lines passing through Lake Nicaragua. This part of the Isthmus widens into continental proportions of great fertility. The productive and industrial development of this country, by means of railroad or canal, would supply a material addition to the commerce of the world. With the growth of Central America, our gulf ports—Galveston, New Orleans, Mobile, Appalachicola, Pensacola, Tampa Bay, and Key West—would increase in military and commercial importance.
This line possesses additional interest for the political reasons adduced by the Emperor Napoleon III, in a memoir prepared by him when a prisoner at Ham. Arranged with method and prepared with care, this pamphlet bears the impress of a sagacious judgment. “In order,” says the writer, “that the canal should become the principal element of the advancement of Central America, it must be cut, not through the narrowest part of the tongue of land, but through the country which is most populous, the most healthy, and the most fertile, and which is crossed by the greatest number of rivers, in order that its activity may be communicated to the remotest part of the interior. England will see with pleasure Central America become a flourishing and powerful State, which will establish a balance of power by creating in Spanish America a new center of active enterprise, powerful enough to give rise to a feeling of nationality, and to prevent, by backing up Mexico, any further encroachment from the North.”
The line selected by Louis Napoleon (although he errs in his statement of distance), has not been improved by the changes in location proposed by subsequent engineers. All these routes commence at San Juan de Nicaragua, and follow the San Juan river to the Lake Nicaragua. From this lake three other routes pass through Lake Managua to Realijo, and to the Gulf of Fonseca. Lake Managua is about twenty feet above the level of Lake Nicaragua. The dry season suspends the flow of water between the lakes, and the question arises whether, even by the aid of a dam, sufficient water can be stored in the smaller lake to feed the summit level on each side of it during the dry season.
Col. Childs’ route terminates at Brito; a fifth at San Juan del Sud, and three other variations of route near the same point of the Pacific coast. Col. Childs’ report, which is very complete, was submitted to a Board of English Engineers, and to Colonels Abert and Turnbull, of the Corps of Topographical Engineers, U. S. A. Although the survey was thoroughly and scientifically executed, the route was condemned by these officers, because of the insufficiency of the harbors of Brito, and the small dimensions of the canal proposed by Colonel Childs.