On the morning of June 25, 1958, a surveyor employed by Ontario Hydro stood at the crest of the Long Sault control dam near Cornwall, Ontario, holding a leveling instrument while his assistant took readings on the water level in the upstream basin. The reading on his instrument was 238. 4 feet above sea level. The number recorded in the flooding plan by the engineers of the St.

Lawrence Seaway Authority was 238. 0. It was four-tenths of a foot above the target. The basin was rising at the rate the hydrological calculations had predicted, and within six days, on July 1, 1958, the dam gates would be set to their final operating position.
The new reservoir surface would be held at 238. 0 feet above sea level for the working life of the dam. The land behind the Long Sault dam that lay below 238. 0 feet was farmland and villages and river bottom that people had settled since the eighteenth century.
It was the land of ten communities: Aultsville, Farrans Point, Moulmette, Wales, Dickinson’s Landing, Maple Grove, Santa Cruz, Woodlands, and Iroquois. Iroquois was not flooded, only relocated, which the residents of Iroquois considered a distinction without a difference when the thing being moved was the place your family had lived for six generations. The 6,500 people who lived in those communities had already been moved under the authority of the Ontario Hydro Act and the agreements between the governments of Canada and the United States, the Province of Ontario, and the State of New York that authorized the project. They were moved because the project required a reservoir, and the reservoir required land, and the land was expropriated according to valuations set by Ontario Hydro.
The surveyor recorded the reading in his field book and made no comment. There was nothing to comment on. The water was behaving exactly as the engineers calculated it would. The communities behind the dam were gone in the sense that they would permanently disappear, the only sense that mattered to the people who lived in them.
The surveyor’s name exists in the payroll records of Ontario Hydro, if those records still exist in accessible form. His name is not in the Lost Villages Historical Society in Morrisburg, Ontario, which now holds the artifacts from the drowned communities. The men who drove the bulldozers that dropped condemned houses into burning piles before the flooding are not there either. The St.
Lawrence River runs 744 miles from the northeastern corner of Lake Ontario to the Gulf of St. Lawrence on Canada’s Atlantic coast. It drains the Great Lakes basin, which holds roughly 21 percent of the world’s surface fresh water, and borders eight American states and two Canadian provinces. It passes through some of the most productive farmland in North America, and past some of the largest industrial cities the continent built during the era of heavy manufacturing.
It is the reason Montreal and Quebec City exist, the reason European ships could reach the interior of the continent at all. It is also not navigable for ocean-going ships along most of its length without human intervention. The river drops 246 feet in elevation between Lake Ontario and the sea. It loses part of that height through a series of rapids in the Canadian section between Prescott and Montreal, which defeated every attempt to run loaded ships upstream until early St.
Lawrence canal builders began cutting passages around them in the 1780s. The rest is lost through the stepped descent of the Great Lakes themselves, each lake higher than the next, connected by rivers and falls that prevent any deep-draft vessel from passing between them without locks. Niagara Falls alone drops 167 feet. The falls are not navigable.
They never were. Anyone who wanted to move goods between Lake Ontario and Lake Erie without engineering intervention moved them by land or not at all. The commercial weight of that geography had hung over the American and Canadian interior since the moment the first European traders understood what lay beyond the rivers. The fur trade came down the St.
Lawrence because there was no other practical route to the sea. The agricultural surplus of the Ohio Valley moved through river systems to Montreal and Quebec and then to ocean ships, because there was no other way to move it in quantities that made farming economically viable. By the mid-nineteenth century, the Great Lakes carried the bulk of the continent’s interior grain trade, and the grain moving across Superior, Michigan, Huron, Erie, and Ontario was carried on freshwater freighters built to the dimensions of the canal locks that existed when those ships were designed. The original Welland Canal locks, built between 1824 and 1829 to bypass Niagara Falls, were 110 feet long.
No ocean-going freighter of useful size could pass through them. Every ton of grain, coal, and iron ore crossing the Atlantic from the North American interior required at least one transfer at Montreal, from lake boat to ocean boat, and that transfer cost money that the shipper, the carrier, and the buyer all absorbed in the price of the commodity. It was a structural defect in the continent’s commerce, and it had existed from the beginning. The argument for a seaway—a system of canals deep and wide enough for ocean ships to pass directly from the Atlantic to the Great Lakes—had been made in engineering reports, commercial studies, and government hearings since the 1890s and after.
It was not a complicated case. The savings from eliminating the Montreal transshipments would be large. The power that could be generated from the river’s drop in the international section between Lake Ontario and Montreal was a secondary benefit that could make the navigation project financially viable if the governments of Canada and the United States could agree on how to divide it. They could not agree, and they did not agree for fifty years.
The United States Senate rejected a seaway treaty in 1934. It rejected another. The objections came from railroad interests that did not want freight moving by water. They came from Atlantic port interests in New York and Baltimore that did not want ocean trade diverted to Great Lakes ports.
They came from coal and power interests that did not want St. Lawrence hydroelectricity competing with their markets. The objections were not about whether the seaway was technically possible. They were about who would lose the trade they currently controlled.
What broke the deadlock was Canada’s declaration in 1951 that it would build the seaway unilaterally on the Canadian side of the river if the United States did not participate. The Canadian section of the international rapids could be bypassed entirely through Canadian territory. The power dam could be built on Canadian soil. Canada could get the seaway without American cooperation, and American Great Lakes ports like Cleveland, Chicago, Detroit, and Duluth would benefit from it regardless of whether the United States government had helped build it.
Faced with losing the economic advantage without getting credit for the engineering achievement, the United States agreed. The St. Lawrence Seaway Authority was established in Canada in 1951. The St.
Lawrence Seaway Development Corporation was established in the United States in 1954. Construction began the same year. What the seaway physically required was this. Between Montreal and Lake Ontario on the Canadian side of the river, five new locks had to be built to raise ships from the level of the St.
Lawrence to the level of Lake Ontario. A total rise of 246 feet. The existing canal locks in that section, built during the nineteenth century and developed in the twentieth, were 270 feet long, 45 feet wide, and 14 feet deep. Ocean ships of useful size required locks 766 feet long, 80 feet wide, and 30 feet deep.
The existing locks could not be enlarged. New channels had to be cut through the rock and soil of the river valley to reach the required depth and width. Seven entirely new locks had to be built from the riverbed up, in concrete. And the Moses-Saunders power dam had to be built across the full width of the international section of the river between Massena, New York, and Cornwall, Ontario.
A structure nearly 3,300 feet long, set in the bed of the St. Lawrence, housing 32 generating units between its American and Canadian halves, producing a total output that would make it the largest hydroelectric facility in the world at the time of completion. The excavation for the new seaway channels on the Canadian side moved 218 million cubic yards of material over the course of the project. The men who did that moving worked with the largest construction equipment operating anywhere on the continent in 1954.
Scrapers, bulldozers, dredges, draglines, and trucks. The dragline at the Iroquois control structure excavation carried a 200-foot boom. Its bucket took 15 cubic yards of material per pass. The operator of that machine sat in a cab suspended 60 feet above the work face, reading the feel of the controls the way a craftsman reads his material: through the resistance in the hoist cable when the bucket hit clay versus crushed limestone; through the slight shudder in the boom when the swing approached its set radius; through the tone of the engine under load.
He knew when to push the bucket and when to pull it from the sound the machine made before he could name that sound. That knowledge is not in the machine’s operating manual. It accumulates over years of running equipment in specific materials and conditions, and it is lost when the operator leaves the project. Rock excavation required explosives.
The limestone layer under the St. Lawrence valley in the international section is Ordovician limestone—hard, consistent in its resistance, and consistent in its tendency to crack cleanly when drilled and loaded correctly. Drillers sunk blast holes at set depths and spacings. Powder crews loaded each hole with powder and fuse and fired them in sequences designed by blasting experts to throw the broken rock inside the excavation area, not onto adjacent work zones.
Understanding rock to that level is not just calculation. It is practical knowledge accumulated from firing blasts in a specific formation over enough years to see what that formation does when it breaks. How the limestone in the Wiley-Dondero channel differs from the granite they worked in northern Ontario, or the shale of Pennsylvania’s coal fields. And making the adjustments in charge weight and hole spacing those differences require.
The engineers set the specifications from theory. The powdermen adjusted them from observation. Between the two, the excavation progressed. The concrete required for the seven new lock chambers was about six million cubic yards across the entire project.
The lock walls were built with sliding forms—continuous pours in which the forms moved upward as the concrete below hardened, producing walls free of the cold joints that would have required waterproofing. A sliding pour for a lock chamber wall ran 24 hours a day until the wall was complete. The men who finished the concrete immediately as it emerged from the forms worked at night in St. Lawrence winter conditions.
Massena, New York, averages 32 days below zero Fahrenheit every winter, and the construction schedule did not stop for temperatures. Fresh concrete had to be protected from freezing until it gained enough strength to survive without heat. The crews that maintained heated tents over fresh concrete through night shifts in January were not doing skilled work in the traditional professional sense. They were doing essential work in the physical sense, the kind of work where any lapse at three in the morning cost the project the strength of a lock chamber wall that would hold back a 25,000-ton ship when the lock filled.
The temporary dams that made dry excavation possible were temporary earth and rock structures built in the river to divert the current away from the work areas. Building a temporary dam in the St. Lawrence meant placing material in a current that ran 3 miles per hour in normal flow, faster during spring flood, over a bed the river had shaped over 10,000 years, responding to obstacles placed in it in ways the hydraulic models predicted approximately and the river demonstrated precisely. The men who placed rock fill from barges and tracked equipment on the river ice in winter, working on the ice surface above the current that was trying to remove what they were placing, understood the difference between what would hold and what would not, with the logic of men who work beside the consequences of miscalculation every shift.
The ice surface they worked on was the same current that would take them if it gave way. The communities in the flood zone were not consulted about whether the project was a good idea. They were informed through Ontario Hydro expropriation orders that the project was going ahead, that their land was required, and that compensation would be paid at values set by the utility. The compensation process ran on the project schedule, not on the residents’ circumstances.
Real estate agents who arrived in Aultsville, Farrans Point, and Moulmette to negotiate settlements did so under the authority of expropriation, which meant the alternative to accepting the offered settlement was pursuing it through legal proceedings the residents could not afford while the utility could. The settlements were not negotiated in any practical sense. They were announced and documented. The people of those communities had lived on that land for generations.
In some families, seven or eight generations, since the United Empire Loyalists who refused allegiance to the American republic after the Revolution settled the north bank of the St. Lawrence under Crown land grants in the 1780s. The farms in the flood zone were not abandoned or resettled. They were farmed continuously by families who knew which fields stayed dry through an August drought, and which ones the May flood covered.
Who knew where the river shallowed enough for the flat-bottomed boats the river fishermen used, and where it dropped beyond their measure. Who understood the river the way you understand a place your family has lived for 170 years. That knowledge could not be transferred in a compensation settlement. Houses could be moved, and hundreds were, hauled by house-moving equipment to the new town sites Ontario Hydro planned on high ground above the flood line.
The knowledge of the place the house stood on could not be moved. It was flooded with the place. Ontario Hydro’s relocation crews worked in the flood zone from 1956 until spring 1958. Engineers and real estate agents identified which structures could be moved and which would be demolished.
What could not be moved was demolished. The rubble was burned before the water arrived. There were 11 cemeteries in the flood zone. Work crews exhumed nearly 2,000 graves and reburied them in new cemetery sites above the flood line.
The names of the crews who did that work are in the payroll records of the contractors who employed them. But they are not in the memorial materials of the Lost Villages Historical Society in Morrisburg, which holds the church pews, the school photographs, the kitchen tools that the families of those communities carried out before the deadline. The historical society was founded by the displaced people themselves, because they understood that the official record of the project would not contain what the official records of major infrastructure projects never contain: the cost paid by the people who did not choose to be part of it. July 1, 1958 was named Inundation Day.
The gates were closed, the water rose, and the streets of Aultsville sank in the order dictated by their elevations. The low ground went first, then the higher ground as the level approached its target. A church steeple was the last thing to disappear in one of the towns. The people moved to the new town sites could watch if they wanted to.
Some did. Some did not. The 22,000 workers at the peak of construction were not a homogeneous group. They represented the North American workforce of the mid-century, assembled for the largest civil project the continent had attempted since the Panama Canal.
They came from the labor pools of the industrial Great Lakes cities, from the construction trades of Quebec and Ontario, from the Italian immigrant communities of Toronto and Montreal, who had been supplying heavy construction labor to Canadian cities since the 1920s. They came from the Mohawk communities of Kahnawake and Akwesasne, whose ironworkers had been building bridges and high-rise structures across Canada and the United States since the cantilever arms of the Quebec Bridge first rose above its piers in 1907. Mohawk ironworkers worked on the seaway’s steel, the lock gates, the dam structure, and the transmission towers that carried Moses-Saunders power to the grid. They performed high steel in the conditions the work demanded, where the steel was heavy and the connections precise, and the height a worker could fall if he lost his balance depended on the structure at that moment.
They knew what they were doing because their fathers knew it and taught them in the direct way that ironworking experience is passed down, through supervised practice until supervision was no longer needed, because the worker knew what the work required. They are not on the interpretive plaques at the Eisenhower Lock visitor center. The concrete finisher who worked on the sliding-form walls at Snell Lock in January 1957 when the temperature at the basin was 11 degrees Fahrenheit is not on the plaques. The dragline operator who moved 15 cubic yards of St.
Lawrence limestone per pass for two years in the Wiley-Dondero channel excavation is not there. The powderman who loaded holes in the Ordovician limestone formation at six in the morning in a February when the thermometer at Massena read 19 below zero is not there. The house mover who hauled the frame houses of Moulmette along the temporary roads Ontario Hydro had graded to the new sites above the flood line is not there. They exist in the records, if those records still survive in readable form.
The St. Lawrence Seaway opened on June 26, 1959. The royal yacht Britannia, carrying Queen Elizabeth II and President Eisenhower, passed through Iroquois Lock and continued downstream toward Montreal. The ceremony was precisely choreographed.
The guest list was documented. The names of the guests appeared in the opening-day press coverage in Montreal, Ottawa, Washington, and New York. The Mohawk ironworker who drove the final bolts in the upper gate of Iroquois Lock received no mention in those reports. The surveyor who took the water-level reading on June 25, 1958 and recorded 238.
4 feet in his field book received no mention in those reports. The woman who watched her church steeple sink beneath the waters of Lake St. Lawrence from the high ground of the new town site received mention in the coverage of local reporters who covered the inundation, if that coverage was preserved. Some of it was, in the libraries of the river towns that still stand above the flood line.
The seaway moves roughly 40 million metric tons of cargo annually in its current operating state. The Eisenhower and Snell Locks pass ocean-going vessels coming from the Atlantic, bulk carriers, and container ships with drafts up to 26 feet. The ships pass through locks exactly 766 feet long and exactly 80 feet wide, built by men who worked through the brutal St. Lawrence winters on a schedule set by governments that argued about the project for 50 years and then built it in five, because Canada told the United States it would build it anyway.
The water basin behind the Moses-Saunders dam is Lake St. Lawrence. It is a managed reservoir. The operating level is held within a fraction of a foot of 238.
0 feet above sea level by the International Lake Ontario–St. Lawrence River Board of Control. On a morning when the basin is calm enough to reflect the sky, with water 30 feet deep over the main street of Aultsville, Ontario, the surface gives no indication of what lies beneath. A river pilot on a downstream-bound ship would not know from the water’s surface that the channel passes over a settled community.
Navigation charts show depth contours. They do not show what those contours cover. The Lost Villages Historical Society in Morrisburg holds church windows, a school bell, butter churns, and family Bibles. It also holds photographs of streets that are now underwater, taken by people who understood that those streets were about to drown and wanted something of them to remain.
It is the archive built by the displaced themselves, because they knew the official archive of the project would not be built for them. The payroll records of the St. Lawrence Seaway Authority and the joint ventures of Walsh Construction, Perini, and Raymond International that built the project are in the archives that received those institutions’ papers when the project closed its books. Some of those records have been catalogued.
Some have not. None have been read in a way that allows anyone to say, with the confidence that comes from examining the original documents, who exactly placed the cofferdam on the upstream face of the Long Sault control structure in the spring of 1957, what he was paid, where he came from, and whether he finished the project in good health. Those men built this structure. And the structure still works.
It moves 40 million tons of cargo a year along a route that was commercially impractical for the entire industrial age before they built it. The structure is named for a politician who died before its opening. The politicians who authorized it are on the memorial plaques at the entrances to the locks. The responsible engineers are in the project’s engineering records.
The 22,000 workers at the peak are in the ledgers. The river runs as it always ran. Deeper now behind the dam. Wider, and slower, covering what it covers.
The communities beneath the reservoir exist if you know where to look on a navigation chart. The depth contours show the old channel, the old ridgelines, the levels of the old roads where the water settled on July 1, 1958 and has not left since. The people who were moved exist in their new towns, or in their children, or their grandchildren, none of whom can fish the stretch of river their grandparents knew, because the stretch their grandparents knew lies under 30 feet of managed reservoir. The workers who built the structure that created the reservoir exist in the payroll records, in fading ink, in archives that may or may not be indexed in any way a researcher can browse.
They built something that changed the commercial geography of an entire continent. They are waiting for someone to look at them.