History for ready reference, Volume 7 : $b Recent history (1901 to 1910)Larned, J. N. (Josephus Nelson)
History
History for ready reference, Volume 7 : $b Recent history (1901 to 1910)
Larned, J. N. (Josephus Nelson)
History -- Dictionaries
… The present position of the negotiations between the
Government and the canal company is that the latter
corporation having matured its scheme, the Government
engineers have made a report, and a compromise has now to be
effected on those points where the recommendations of the
Government engineers differ from the scheme of construction
drawn up by the Georgian Bay Canal Company.
"The total distance of the route planned by the canal company
engineers between Georgian Bay on Lake Huron to Montreal, the
head of ocean navigation on the St. Lawrence River, is 440
miles. The project is essentially a river and lake
canalization scheme, and for the greater part of its course
the projected route follows the course of the French River and
the Ottawa. River and its lakes. From Georgian Bay to the
summit level it is proposed to utilize the middle channel of
French River to Lake Nipissing. From the northern side of this
lake to the summit level, a distance of over 80 miles from
Georgian Bay, it would be mainly an artificial waterway. From
the summit level, 677 ft. above sea level, there is a long
fall to Montreal, and the route proposed by the canal company
engineers is _via_ Trout and Turtle Lakes, the little
Mattawa River into Talon Lake to Sand Bay, a distance of 21
miles. A canal three miles long would carry the waterway to
the Mattawa River, 13 miles of which would be utilized, and a
short canal cut would give access to the Ottawa River, which
would then be followed for a distance of 293 miles. Thence the
St. Lawrence River or a branch of the Ottawa River, known as
the Back River, would form the new waterway for the last 25
miles. The difference in elevation of 659 ft. between Montreal
and the summit level, and 99 ft. between the summit and
Georgian Bay would be bridged by 27 locks, ranging in lift
from 5 ft. to 50 ft. These locks would be designed for a
length of 940 ft., with a width of 70 ft. and with 22 ft. of
water upon the lock sills, the proposed depth of the canal
being 24 ft.
{71}
The total length of canal cutting for the route is estimated
at from 28 to 34 miles, and in all about 108 miles out of the
total length of 440 miles would require excavation work for
lock approaches, canals, and submerged channels.
Public-domain text, read in full here on John Shaqi.
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