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Channel Stabilization/Natural Channel Design - Sucker Brook
Williston, Vermont

Professional Services Provided

  • Water Resources Engineering

Description of Professional Services

In the mid 1980s, a high flow event rerouted Sucker Brook away from a 25-foot waterfall, through an abandoned sand and gravel pit, and over exposed sand, silts, and clays. Over the next twenty years, the channel steadily eroded with distinct headcuts progressing upstream. Approximately 72,000 cubic yards of material were transported downstream leaving a steep, unstable channel at the bottom of a forty-foot gully. Vermont River Management engineers called Sucker Brook Tributary the worst channel avulsion in the State.

DuBois & King's Water Resources group was charged with developing a design to replace the highly incised and unstable channel. Primary project objectives were to reduce sediment loading from the reach, minimize construction and maintenance costs, and restore aquatic and riparian habitat. Regulators from the Vermont River Management Program and the US Army Corp of Engineers were kept informed of activities and design considerations.

An evaluation matrix compared alternatives in terms of reduction in sediment loading, long-term stability, construction and maintenance costs, in-stream and riparian habitat, and impact to adjacent landowners. Presentation of alternatives at two public meetings facilitated input and concurrence of stakeholders and adjacent landowners.

Final design included a step-pool reach with eight stone weirs and a detailed planting plan to restore the riparian zone. A two year construction sequence was developed that recognized limited construction funding and included the use of volunteer labor to accomplish the planting program.

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View of Sucker Brook Before Construction
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View of Sucker Brook During Construction
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View of Sucker Brook After Construction
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