Rep. Higgins Objects to FEMA Flood Maps for Niagara Falls
In a recent letter to the
Higgins says the new assessment that mandates flood insurance for
On
Higgins has been vocal in his criticism of
The flood plain has remained more or less unchanged from the 2010 map and Higgins argues that the BFE should remain the same unless there is some topographic change. Additionally, substantial construction was completed following flooding in 1955 and 1965 to mitigate flood risks on the island, ice booms are installed yearly, ice breaking operation are completed regularly and are on standby throughout the winter, and power plant operations have been modified several times to reduce the likelihood of flooding. The new flood maps do not account for this.
* * *
To: Mr.
Re:
Dear Administrator Fargione:
On
I write to advocate that
1) Basic algebra
The contours of the 1/100 flood plan remain more or less unchanged from the 2010 map to the new map. This logically should correspond to the base flood elevation (BFE) remaining more or less the same. An increase in BFE without a corresponding growth in the extent of the 1/100 flood plain (without some change in topography) as is the case here, defies basic algrbra.
2) Mitigations unaccounted for
After flooding in 1955 and 1962, substantial construction was undertaken to mitigate the flood risk along
a) Blasting and excavating a 45 acre area of bedrock above the falls to allow ice to pass more freely, which was completed in 1963 (see figure at left)./1
b) Annual installation through the winter months of a floating boom at the top of the
c) Constant winter icebreaking operations above the falls, with redundant US and Canadian ice breaking vessels standing by on location at all times.
d) Power plant winter operating procedures were modified several times over years to further reduce the likelihood of flooding. This "has had a significant effect in reducing flood stages" on
3) Inappropriate methodology
* No new hydrologic analysis was created for the new flood insurance rate map for
* The old map/5 was actually based on a 1990 study which itself did not actually contain any hydrologic analysis either, but instead relied on yet-older analysis for
* The
* Stage frequency analysis is supposed to estimate how often (frequency) a water body will reach a specific height (stage) over a given period of time as a result of the mathematical pattern of how rivers rise and fall generally in a given climate as a result of natural forces. As such, stage frequency analysis is not an appropriate method where the height of the waterbody is "subject to substantial control by man" according to guidance from the
* The stretch of the
4) BFE inconsistent with historical patterns
If we are calculating base flood elevation using the stage frequency method rather than looking at the discharge capacity of the river, the historical record of floods is all we have on which to rely. The greatest flood ever recorded on
The imposition of the flood insurance mandate on
Again, I write to advocate that
Sincerely,
Member of
See footnotes here: https://higgins.house.gov/sites/higgins.house.gov/files/cayuga%20island%20flood%20insurance%20%281%29.pdf



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