Ohio History Journal

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THE MILAN CANAL

THE MILAN CANAL

by CHARLES E. FROHMAN

 

Few people today know that Milan, Ohio, was once a great

shipping port and that its enterprise during the days when schooners

sailed the Great Lakes resulted in the digging of a three-mile canal

from Milan to a point in the Huron River where deep water and

wide bends made passage safe. The heyday of this undertaking

came during the earliest days of the railroad, and during that period

when canals and politics made more than conversation. The chapter

of the Milan Canal is truly an important one in the history of

transportation and business in north central Ohio.

In the Sandusky Clarion of May 5, 1824, a committee report

was printed as follows on the prospects of a canal from         Milan:

In conformity with the authority vested in us, and in discharge of the

duties required of us, we, the undersigned, on the 12th of April, 1824, pro-

ceeded to make the necessary survey of the canal route from the village of

Milan to the navigable waters of the Huron River, near the former seat of

justice for this county.

The engineers and acting committee, having carefully looked the ground

over which the canal will pass, marked out the route. At the commencement

of this, they find a very convenient situation for the summit-pond, which may

be formed by a very small dam across the Huron, which from estimates by

actual experience, can be constructed for $300, with an ample supply of water

at all seasons of the year. With this expense, the summit-pond will be per-

fectly secure from floods.

It is found by actual measurement of the fall of the water the whole

distance of the contemplated canal, that it will be seven feet and six inches.

The whole ground over which the canal will pass is bottomland, and of the

easiest kind of aquateneus earth for excavation. The whole distance is three

miles, and entirely of the above description of earth. From excavations actu-

ally made in the same kind of earth, it is found that the excavation may be

made at an expense of six (6) cents a square yard, and at this rate a boat

navigation of four feet deep and 30 feet in width, may be made at an

expenditure of $1,500 per mile, and consequently the three miles of excava-

tion, may be made for the sum of $4,500. Add to this the dam and the

excavation of the summit pond, $300, equals $4,800. It is believed that two

locks will be necessary-one at or near the summit-pond, and one at the

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