The lawsuit had little effect on the construction ongoing in central Alaska, despite its high-profile course. Although workers kept an eye on the proceedings, which lasted well after the completion of the dam, they were not directly affected. Nevertheless, tragedy still afflicted the dam project
On May 12, 1980, a particularly harsh Yukon breakup sent piles of ice floating downstream. Although ice removal techniques at the diversion tunnels were well practiced, no such techniques had been used at the upstream cofferdam, where the enormous frozen fragments piled up every year, pushed onto the gravel by the river’s flow. That year, ice piled up to a height estimated to be nearly half again as tall as the cofferdam. The piled ice shifted, and a chunk the size of a tractor-trailer plunged to the ground inside the cofferdam, killing three workers: Tim Arnold, Evon Noble, and Rexford Isaac. Their deaths weren’t the first fatal accidents at the site — two workers had been killed in separate incidents in the freight yard — but they were by far the most spectacular to that point. Work slowed as hydraulic drills were hastily taken out of storage and employed to carve the ice piled up on the cofferdam, just as was being done at the mouths of the diversion tunnels. As bad as the three men’s deaths were, it would have been far worse had the ice cracked the cofferdam. The resulting inundation would have obliterated all the work done to that point, potentially dealing a deathblow to the project. Cranes were diverted from construction work to lift the biggest chunks of ice over the dam site and into the downstream portion of the river.
After the reservoir had filled to a certain extent, ice buildup at the dam was no longer a major concern due to a lack of current at the dam. Today, breakup typically is a calm event on Lake Kennedy and follows a similar pattern to breakup on ponds and lakes across North America. Where rivers flow into the lake and both downstream and upstream of the lake, it still retains much of its ferocity, however. In spring 2009, the town of Eagle was virtually destroyed by an ice dam that forced chunks of ice and flood water over the riverbank and into the town.
The accident that killed Arnold, Noble, and Isaac wasn’t the last fatal incident during construction of Rampart Dam. If you include accidents involving trucks bound for Rampart and accidents in the freight yards and Rampart village, a total of 33 people were killed during its construction. At the site itself, only 11 people were killed. There were hundreds of injuries ranging from smashed fingers to amputated limbs and frostbite. These injuries stemmed from the extreme conditions present at the site and the simple size of the project — more than 20,000 people worked on the dam when construction reached its height in 1986 — and although the absolute number of accidents was high, in terms of the percentage of people who worked on the project, it was very small. Weather was a constant threat, mainly from the extreme cold during six months of the year. The cold did provide some opportunities, however. No fewer than 17 studies of frostbite and cold-related injuries were performed by students and medical teams during the project, and several pioneering advances were made in cold-injury treatment.
After the disasters and near-disasters of the spring, summer 1980 on the construction site went smoothly. The first dam turbines arrived via barge and were unloaded on the riverbank, ahead of the planned beginnings of the southern powerhouse that summer. Their location on the riverbank later proved to be a problem, as their enormous weight caused them to sink into the sand and mud of the bank. Several excavators were required to dig around the turbines before cableway cranes working in tandem jerked them free.
With the dam 40 feet above what had been the riverbed, work began on the southern powerhouse. To understand this, you must understand the layout of Rampart’s two powerhouses. Imagine a capital letter L. Now reverse the letter and lay it on its side, so the short side is pointing vertically and the long side is horizontal, at the top of the short side. The short side is the southern Rampart powerhouse, which is directly across the riverbed. The northern, long powerhouse is where the northern riverbank used to be, but work on it did not begin for some years after 1980.
In that year, all attention was focused on preparing the southern powerhouse. Located just to the north of the stilling basin and stretching to where the new riverbank would eventually be — it would become a concrete wall, part of the foundation for the northern powerhouse — it houses nine turbines and various equipment and maintenance bays. In 1980, none of this equipment was in place. Where the turbines were to be installed, there were only enormous holes in the concrete. In places where construction was moving slower, there was not even that. But by the end of the season, the foundations for the powerhouse were well on their way to completion.
The 1980 election brought a Republican shift in Alaska politics, mirroring the national trend. The state voted for Ronald Reagan in the presidential election — the first time since statehood that Alaska went for a Republican — and Republican Frank Murkowski was elected to the U.S. Senate, joining Democrat Wendell P. Kay, whose Senate tenure had begun with the 1968 election.
In 1981, work continued on all fronts — and one new one. Because of the enormous size of Lake Kennedy, engineers wanted to close off the diversion tunnels as soon as possible to begin filling the reservoir. Even uncompleted, Rampart Dam was tall enough to hold back the rising water — as long as construction kept well ahead of the reservoir’s growth.
The only problem with this plan was that a regular supply of water was needed to keep the Yukon flowing downstream. If the diversion tunnels were closed and the entire river devoted to filling the reservoir, the Yukon would run dry downstream of the dam, destroying river commerce and the critical fish populations of the region. To avoid this, engineers planned two temporary sluices through the spillway blocks of the dam. In effect, these are enormous concrete holes in the dam, through which the rising water could “leak,” allowing river water to continue downstream even as the reservoir rose.
The first set of sluices was located below the level of the southern powerhouse, and they emptied into the stilling basin. Gates and valves were installed to control the flow of water, and taking into account the lessons learned from the diversion tunnels, heating elements were installed to prevent ice buildup. As the reservoir and dam rose to completion, the lowest sluice would be closed by gates and plugged with concrete. The second sluice would then be activated and plugged in turn as required.