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FINAL REPORT - International Joint Commission

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Plan D + performs well economically in all four stochastic sequences. Its gains are fairly well spread out<br />

among the interests as in the case of the historical and full stochastic. It typically results in the fewest<br />

economic losses of any of the plans. Figure 45 compares Plan D + and 1958-DD under the extremely wet<br />

century S2.<br />

<strong>FINAL</strong> <strong>REPORT</strong><br />

Figure 45: Lake Ontario levels under Plan D + (blue) versus 1958-DD (red) for the 101-year<br />

stochastic sequence with the wettest supplies and biggest range (S2)<br />

Plan D + ’s environmental results are not consistent. While Plan D + shows modest improvements for the<br />

overall environmental index under the historical time series with a 1.10 ratio in the extreme stochastic<br />

sequences, Plan D + only shows a small improvement in the overall environmental index (1.04) under the<br />

S2 wet sequence. Plan D + provides positive meadow marsh benefits in two of the four extreme scenarios<br />

as well as the historical scenario. The 50,000-year stochastic runs for the wetlands model show Plan D +<br />

with only a minor improvement over 1958-DD for meadow marsh despite the 17% improvement indicated<br />

under the historical sequence. Plan D + generally performs better than 1958-DD over the long-term<br />

50,000-year analysis for emergent marsh. However, in the extreme dry scenarios, S1 and S4, Plan D +<br />

performs poorly for emergent-marsh-dependent birds, including some species at risk. To summarize, Plan D +<br />

appears robust and fair in its distribution of benefits for the economic interests under extreme conditions, but<br />

its environmental performance is not resilient, with gains in some scenarios, but losses in others.<br />

Earlier graphs (figures 29-33) show how the candidate plans manage water in some of the driest and<br />

wettest circumstances within the stochastic series. These figures provide comparisons of the three<br />

candidate plans and 1958-DD and present the average levels, the levels exceeded 1% of the time (highs)<br />

and the levels exceeded 99% of the time (lows), in each week of the year, based on the 50,000-year stochastic<br />

sequence. The Study Board used information on these highs and lows in addition to the 50,000-year<br />

stochastic averages and the four stochastic century analyses, to ensure that the plans would be acceptable<br />

in rare, but possible circumstances.<br />

The primary finding of this analysis is that Plan A + has some of the highest average Lake Ontario levels and<br />

some of the lowest lake levels during very wet periods, and it accomplishes this by switching to substantially<br />

higher summer releases than the other plans produce. As a consequence, downstream at Pointe Claire<br />

and Montreal on the lower St. Lawrence River, Plan A + produces the highest and lowest levels. The<br />

outcome is that Plan A + creates shore protection benefits along Lake Ontario but also causes more lower<br />

St. Lawrence River flood damage than any other plan, including Plan E. Plan B + has some of the highest<br />

maximum and lowest minimum levels on Lake Ontario during the extreme conditions, resulting in<br />

somewhat higher coastal damages than the other candidate plans.<br />

Options for Managing Lake Ontario and St. Lawrence River Water Levels and Flows<br />

77

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