Projects

Pennington Bridge Restoration

Update – Pennington Bridge Phase 2:

With grant funds from the Bureau of Reclamations WaterSMART program, BHWC has hired Great West Engineering and Applied Geomorphology to design a long-term solution involving activation of side channels. BHWC will be actively engaging landowners in the lower section of the Big Hole and work with Madison County to co-develop a solution for this problem that provides for water reliability, safety to infrastructure and private property, and improve ecological function.

The images below shows the restoration phases identified by Great West Engineering. BHWC and partners will complete these phases as funds become available, starting with Phases 1, 2, and 3.

Project Description

Due to two county bridges constraining the floodplain and side channels, this section of the lower Big Hole River has accelerated flows which have forced large-scale erosion and bank loss upstream of one bridge. In 2016, Madison County placed 175 cubic yards of riprap along 205 ft of the bank to protect the Pennington Bridge infrastructure and private ground. The riprap has held but is slowly being flanked by the river. This flanking, combined with the continual bank loss and erosion, poses a substantial risk to the Pennington Bridge abutments and infrastructure downstream. BHWC and partners are approaching this issue in two phases.

Phase 1 – Completed Spring 2021

We exceeded our fundraising goal of $1,500 to offset costs of the Pennington Bridge Phase 1 project, thanks to the generous contributions of 12 donors. A huge thank you to everyone who contributed! Total raised: $1,629.55

Phase 1 created a more effective solution to excessive sediment erosion from the crumbling streambank than continual rip-rapping. Removing the point bar activated an adjacent overflow/high flow channel, decreasing shear stress and erosive forces on streambanks. BHWC and partners also planted native riparian vegetation (mechanically transplanted willow clumps and hand-planted stakes/whips) on top of and throughout the existing 2016 rip-rapped bank.

Project Results

Phase 1

BHWC and partners removed 3,500 cubic yards of sand and gravel from a point-bar just above the bridge to ensure that the river stays underneath the Pennington Bridge while also reducing excessive erosion and sedimentation.