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Active opportunities open for bidding
Vermont Natural Resources Council
The removal of two (2) dams within the Brewster River Watershed on SNR property in Cambridge, VT. The Morses Mill Dam Removal project consists of the full removal of a 30-foot-wide timber crib dam on the Brewster River located between Rt. 108 and Desjardin Road. In addition, the adjacent floodplain will be re-graded and stabilized to provide floodplain access during storm events. The SNR Access Dam Removal project consists of the removal of a concrete weir outlet structure and associated three (3) 24-inch corrugated metal pipes (CMP) under the access road and the installation of a 12-foot wide by 8-foot tall concrete box culvert. In addition, the existing pond footprint shall be filled (average of 2-3 feet) and a stream channel and connected floodplain shall be restored. Bidders may choose to provide a bid on one or both dam removal projects.
Posted Date
Apr 20, 2026
Due Date
May 12, 2026
Release: Apr 20, 2026
Vermont Natural Resources Council
Close: May 12, 2026
The removal of two (2) dams within the Brewster River Watershed on SNR property in Cambridge, VT. The Morses Mill Dam Removal project consists of the full removal of a 30-foot-wide timber crib dam on the Brewster River located between Rt. 108 and Desjardin Road. In addition, the adjacent floodplain will be re-graded and stabilized to provide floodplain access during storm events. The SNR Access Dam Removal project consists of the removal of a concrete weir outlet structure and associated three (3) 24-inch corrugated metal pipes (CMP) under the access road and the installation of a 12-foot wide by 8-foot tall concrete box culvert. In addition, the existing pond footprint shall be filled (average of 2-3 feet) and a stream channel and connected floodplain shall be restored. Bidders may choose to provide a bid on one or both dam removal projects.
AvailableVermont Natural Resources Council
The dam is about 25 FT tall and 175 feet long. The dam thickness ranges from 2 FT at the top of the cutoff walls to about 13 FT at its base. The principal outlet is a 41FT wide ogee spillway that outlets onto a concrete apron into the downstream channel. The outlet works building is located on the river right side (i. E. , facing downstream) of the ogee spillway. A 12" cast iron outlet pipe withdrawals water from the impoundment and transports it to the nordic center. This pipe will be plugged as part of the project. A low-level outlet discharges conservation flow downstream through a 12" corrugated metal pipe. This pipe will be removed with the dam. The dam is located off steam mill road and is accessed via two existing access roads - one to the base of the dam and one to the top of the dam. This access roads will need improvement, and another access is needed to reach the upstream end of the impoundment for sediment removal. The goal of the project is to remove the dam and 4,000 CY of the accumulated sediment to reduce flood and erosion risk, protect water quality, restore the stream channel, and improve fish passage. The project includes full removal of the concrete structure and removal of most of the accumulated sediment.
Posted Date
Mar 19, 2025
Due Date
Apr 18, 2025
Release: Mar 19, 2025
Vermont Natural Resources Council
Close: Apr 18, 2025
The dam is about 25 FT tall and 175 feet long. The dam thickness ranges from 2 FT at the top of the cutoff walls to about 13 FT at its base. The principal outlet is a 41FT wide ogee spillway that outlets onto a concrete apron into the downstream channel. The outlet works building is located on the river right side (i. E. , facing downstream) of the ogee spillway. A 12" cast iron outlet pipe withdrawals water from the impoundment and transports it to the nordic center. This pipe will be plugged as part of the project. A low-level outlet discharges conservation flow downstream through a 12" corrugated metal pipe. This pipe will be removed with the dam. The dam is located off steam mill road and is accessed via two existing access roads - one to the base of the dam and one to the top of the dam. This access roads will need improvement, and another access is needed to reach the upstream end of the impoundment for sediment removal. The goal of the project is to remove the dam and 4,000 CY of the accumulated sediment to reduce flood and erosion risk, protect water quality, restore the stream channel, and improve fish passage. The project includes full removal of the concrete structure and removal of most of the accumulated sediment.
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