
Alexandria Canal Lock and Pool No. 1 on the Potomac River, Ca. 1861-1865. Courtesy of National Archives. |
History of the Alexandria Canal

G.M. Hopkins City Atlas of 1877 shows the four lift locks and pools. Brown shading indicates area of
archaeological investigation of the Lift Lock and Pool No. 1. |
The Alexandria Canal played a short,
but important, part in the history of commercial
navigation on the Potomac River. Congress granted a
charter to Alexandria Canal Company on May 26, 1830. When
completed, the Alexandria Canal crossed the Potomac River
in an aqueduct bridge over 1,000 feet long between
Georgetown and Rosslyn then ran on level ground seven
miles to the edge of Alexandria terminating in a large
basin. The
Potomac Aqueduct Bridge, built under the direction of Major
William Turnbull and Lieutenant Maskell C. Ewing, both of
the U.S. Topographical Corps, was a large wooden trough
supported by eight solid masonry piers, a major
undertaking at the time. In 1845, the canal company
completed the construction of the four lift locks at
Alexandria which lowered canal boats approximately 38
feet to the Potomac River where they discharged their
cargoes onto wharves or directly into sailing
vessels.

The Aqueduct Bridge was constructed (1833-1843) at the cost of $6,000,000 and was considered
a "remarkable engineering feat of the time". |

Aqueduct Bridge at Georgetown brought barges from the Chesapeake and Ohio Canal to the
Alexandria Canal at Rosslyn, ca 1868. Courtesy of Robert Truax Collection. |

Towpath along the Chesapeake and Ohio Canal
depicts a scene similar to that which was common
along the Alexandria Canal in the 19th Century.
Courtesy of the National Park Service. E.B. Thompson Collection. |
On December 2, 1843, the Alexandria
Canal was officially opened to trade and navigation and
the first canal boat arrived at Alexandria. Business
flourished for a while on the two canals, and, in 1850,
the C & O
Canal was completed to
Cumberland, Maryland. From then on, coal from the western
Maryland mines became the most important commodity to be
shipped via the canals to the Potomac River wharves in
Alexandria. Other typical products shipped by canal to
Alexandria were wheat, corn, whiskey, corn meal, and
flour; products shipped from Alexandria by canal included
fish, salt, plaster, and lumber.
The shipments continued until the
abandonment of the canal in 1886, which had been
interrupted only by the Civil War because of the need to
use the aqueduct for a bridge over which to transfer
Federal troops and supplies. A break in the aqueduct in
1886 coincided with the demand for a toll-free bridge
across the Potomac River. Thus the operation of the
Alexandria Canal came to an end.
Other Potomac River Canals
In October 1784, George Washington sent
a bill to Governor Harrison of Virginia proposing the
Potomac Company and the James River to the Ohio River. Out
of the James River Company grew the James River and Kanawa
Canal; out of the Potomac Company eventually grew the
Chesapeake and Ohio Canal. These routes of navigation
represented two of the four major efforts to connect the
Atlantic Seaboard with the Ohio River System and the Great
Lakes, the other routes being in New York and
Pennsylvania.
After a joint act of incorporation by
the States of Virginia and Maryland, George Washington
became the first president of the Potomac Company when it
was formally organized on May 17, 1785. At completion in
1802, the Potomac River was open to navigation in the high
water season to the Savage River above Cumberland and on
the Shenandoah a distance of 200 miles above Harpers Ferry
to Port Republic. The major works were four locks at Little
Falls, Maryland and five locks at Great Falls, Virginia.
However, the Potomac Company was unable to cope with the
difficulties of river navigation and was unable to provide
a dependable route to the west at a time when the Erie
Canal in New York was well underway. Consequently, Congress
chartered the Chesapeake and Ohio Canal Company in
1825.
The company was empowered to construct a
mainly cut canal along the Potomac River shore from tide
water near the District of Columbia 341 miles to the Ohio
River near Pittsburgh. When it was estimated that a 341
mile long canal would cost $22 million, some three or four
times the cost expected, a compromise was struck. A 185
mile canal would be constructed from Georgetown to
Cumberland at a cost of $4.5 million.
Because the C & O Canal was to
commence near the head of tide water of the Potomac River
about five miles above Georgetown and about twelve miles
above Alexandria, residents of the latter city thought that
they would have comparable access to the new canal as
Georgetown and Washington. Alexandrians were naturally
concerned shortly after the work of construction of the C
& O Canal began in 1828, when businessmen of the City
of Washington exerted their influence to have the C & O
Canal extended through Georgetown to that city.
Since canal boats could not safely
traverse the river from the terminus of the C & O Canal
at Georgetown to Alexandria, Alexandrians had a valid
reason to petition to build their own canal from the C
& O Canal of Alexandria. Merchants and shipowners saw
lost opportunities in the future shipment of coal and other
products that would in time descend the C & O Canal,
and in the manufactured products and other items that could
be shipped up the canal from Alexandria.
Excavation of Lift Lock and Pool No. 1

1. Lift Lock No. 1 after archaeological excavation in 1982 to determine its
location and state of preservation. |
After more than 50 years of concealment,
Alexandria Archaeology rediscovered the Lock in 1979 and
nominated it to the National Register of Historic Places.
This initial investigation demonstrated that one side of
the eastern (River) end of Lift Lock No.1 was in an
excellent state of preservation.

2. Recesses in the Lock Wall for iron straps which held a Lock gate. |
The National Trust for Historic
Preservation, Maritime Preservation Program, funded the
1982 phase of the Alexandria Canal Project. Working with
Dr. Thomas Hahn, Alexandria Archaeology and the Department
of Planning and Community Development set about to locate
the rest of the Lock and Pool. The aim was to follow the
River edge of Lift Lock No.1 (often referred to as the
Tidal Lock) to the west into the remnant of Pool (or, Tidal
Basin) No. 1 while assessing the practicality of their
restoration.

3. Thomas Hahn descending into the Lock to measure depth.
Note excellent state of preservation of wall stones. |

4. Uncovering the Pool No. 1 south wall which is composed of large, dry laid stones. |

5. Iron wicket gate which regulated water flow through the lock gates was recovered during excavation of Lock No. 1. |

6. View of Lock and Pool No. 1 site looking toward
the Potomac River from the Ramada Inn. Montgomery Street is on the right. |
On a blustery March afternoon the
archaeological team, planners, and City crew assembled with
shovels, rubber boots, and a backhoe to begin unearthing
more of the Lock's eastern end. The first cut made by the
backhoe through water-soaked soil exposed perfectly
preserved coping stones. Following the stones in a westerly
direction, the Lock's entire length (90 feet) and width (16
feet, 8 inches) were outlined.
Constructed of Aquia Freestone quarried
above Key Bridge, the Lock's walls were 15½ feet
deep. Descending into the Lock, Dr. Hahn determined that
its floor was lined with wood planking. Environmental
conditions provided by the high water table preserved
several parts of the Lock gate which lay within the soil
filling the Lock after its use. Some of one gate's
horizontal cut timbers as well as two iron wicket gates
which fit within the Lock gate and regulated the water flow
were found. The fill also contained a large amount of glass
debris produced at the Old Dominion Glass Factory (ca.
1898-1927) once located where the Ramada Inn now stands. By
following the stones which flared out at the western edge
of the Lock, the contours of Pool No. 1 were located as
they extended to the railroad tracks.
How the Lock Worked
Lift Lock and Pool No. 1 were part of a
system of four locks at Alexandria's northern city limits
which lifted canal boats 38 feet from the level of the
Potomac River to that of the Canal. Lock No. 1 was the one
from which barges entered and left the River. A boat
entered the Lock from either end, passing the open gates,
at one end of the lock. The barge probably was poled or
towed by hand into the Lock, since no evidence of a mule
towpath was revealed from the excavation. Each gate was
then swung closed with a long beam attached to the top of
the gate and serving as handle. With both sets of gates
closed, the Lock containing the barge was now ready for its
water level to be adjusted. The water was raised or lowered
by opening the wicket gates at the bottom of the gates at
one end of the Lock to let water in or out. When the Lock's
water level was equal to the water in the direction of
travel the Lock gates were opened and the barge proceeded.
This process was replicated four times in order to move one
barge the distance from the Potomac River to Washington
Street.

Diagram of typical Alexandria Canal Lock showing gates both open and closed. |

7. Lowering of a barge (Chesapeake and Ohio Canal). |

8. Water entering lock through wicket gates
(Chesapeake and Ohio Canal). |

9. Boatmen opening lock gates as barge leaves lock
(Chesapeake and Ohio Canal.) |
The Restored Lock
Savage/Fogarty, the developer of the
tract of land on which the Alexandria Tide Lock is located,
has restored the lock under the diretion of Dr. Emory
Kemp. The stones were repointed using natural
hydraulic cement. The original wooden flooring and
three gates were found during the excavation. These
remain in place beneath the new lock floor. The gates
visible now are replicas made from Southern Long Leaf Pine,
selected for its durability.

Restoration |
For an in-depth study of the Alexandria Canal,
order:The
Alexandria Canal: Its History &
Preservation, Thomas Swiftwater Hahn and Emory L.
Kemp. West Virginia University Press.
1992. 76 pp. ($10)

Chart of the head of navigation of the
Potomac River prepared in 1838 by Lieutenant Maskell C.
Ewing, the supervising engineer. The Alexandria
Canal and Chesapeake and Ohio Canal as of 1845, are
highlighted. |