Dam That Creek! - Erie Canal dams of the Schoharie Creek
Upon arriving at the Visitor Center this morning, there was a pleasant surprise that the water level was low enough to give a peak at the remains of several dam efforts built across the Schoharie Creek for purposes of the Erie Canal.
West bank view - 12/02/14 |
The Schoharie Creek is the
watershed for an area of nearly a thousand square miles and is notably the
principle southern tributary of the Mohawk River. During the planning of the original Erie
Canal, a survey by Engineer Charles C. Broadhead, noted the creek surface would
be low and a dam would be required to raise the water surface approximately ten
feet. This was in order to avoid the
cost at the time of constructing an aqueduct, but it would also allow the use
of the creek to feed water into that portion of the canal without additional
works.
The first dam was built in
1821-1822 and was a timber structure filled with stone and anchored in masonry. At eight-feet in height and spanning
six-hundred fifty feet across the creek the original dam allowed for a rise in
water level two feet less than Broadhead’s calculation due to the use of Lock
#19 (with a six foot lift) on the western bank and the additional “Voorhees”
Lock #18 (with a seven foot lift) near Caughnawaga. On the east bank of the Schoharie Creek a
guard lock was constructed to regulate the water and was only closed at times
of high creek levels or fast moving current.
While the creek could still prove
treacherous, the practice of open crossing continued until the erection of the
Schoharie Creek Aqueduct in the early 1840’s.*
Even after the canal rose above the creek instead of through it, the dams
were vital to the operation of the system.
Though the maintaining of those dams proved to be difficult, costly and
frequent, they nonetheless were required for decades to come.
This first dam lasted about ten
years and was rebuilt in sections after severe flooding in March and April of
1832. After the Schoharie Creek Aqueduct
became operational in 1845, the waters of the creek continued to be fed to the
canal by use of the 1820’s “Clinton’s Ditch” and a nearly ten-foot high
dam. This version of the dam was of
constant complaint and required continual patching and securing at a growing
expense until 1849. Devastating
flooding in 1850 completely destroyed the dam works in the Schoharie
Creek. Use was then made for over a
decade of a repaired version of the original 1820’s dam.
The last dam constructed across the
creek for the Erie Canal was completed in 1864.
This time at eleven feet in height and over four hundred thirty feet in
length, the dam was built from timber secured by large bolts into five layers
between two stone abutments. More than
fourteen hundred trees at lengths between seventy to ninety feet and butt
diameters between eighteen to twenty-two inches were used. Gravel and stone fill was used to secure the
structure further. This dam cost well
over twice that of the original, due in part to inflation but mostly because of
scarce labor and rise in material prices due to the Civil War. The final bill was $44,502.27.
Engineer & Officials atop 1864 Schoharie Creek dam |
This dam also saw a great deal of
structural damage from flooding and ice.
The rains of 1869 and 1879 caused flooding that broke the banks of the
creek and injured the feeder canal as well – sweeping out portions of the
walls. While the dam was repaired, lengthened
and permanently docked to the embankments, it required annual maintenance for
leaking and structural breaches. Another
section washed out in 1894 and repairs were made yet again to the entire
structure. Although the dam needed constant
repairs it effectively lasted until a new canal was ready to take over. With the opening of the Barge Canal in the
early twentieth-century, the dam and the aqueduct were no longer necessary to
the system.
A view from the west bank looking east. Circa 1890s. |
Similar vantage points from 1998 & 2014 |
*More information to come on the
original crossings of the Schoharie Creek
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