Eagle River Coalition (ERC) is requesting proposals from qualified consultants for environmental and engineering planning and design for the Lower Eagle River Riparian Restoration Project in coordination with the Bureau of Land Management, Silt Office.
Proposals must be submitted in digital format via email to Peder Franson at franson@eagleriverco.org on or before 5:00 PM MDT, Friday, August 16, 2024.
If you have any questions or would like further clarification of any aspect of this request for bid, please contact Peder Franson at franson@eagleriverco.org by 5:00 PM MDT, Friday August 2. Responses to all questions submitted by consultants will be distributed by email to all parties and are available here.
Schedule | Deadline |
Issue Request for Proposal | July 22, 2024 |
Questions/clarifications about RFP due | 5:00 PM MDT, August 2, 2024 |
Responses to questions emailed to all parties and available here. | 5:00 PM MDT, August 9, 2024 |
Proposals Due | 5:00 PM MDT, August 16, 2024 |
Select Consultant | August 19 – August 23, 2024 |
Finalize Contract/Issue Notice of Award | August 26 – August 30, 2024 |
The project goal is to improve the riparian and aquatic habitat resiliency of the lower Eagle River, in Eagle County, Colorado. This will be achieved by re-establishing floodplain connectivity, improving in-channel fish habitat and engaging the community in understanding the importance of watershed restoration. Additionally, the project will look to establish and enhance sustainable river recreation access.
An early assessment of the lower Eagle River by the project partners and stakeholders, including the Eagle River Coalition, Bureau of Land Management (BLM), Colorado Parks & Wildlife (CPW) and a water engineer, identified the project location and its contributions to water quality and quantity issues and lack of proper wildlife habitat. Throughout most of the project reach, which lies from the eastern BLM property boundary near the Gypsum campground to the BLM property boundary downstream, the floodplain has become disconnected from the river. The project’s objectives, to reconnect the floodplain and improve in-channel habitat, will provide habitat for native wildlife and fish species to thrive, will improve water quality and quantity and can help mitigate the effects of climate change.
Eagle River Coalition (Formerly Eagle River Coalition has a mission to advocate for the health of the Upper Colorado and Eagle River basins through research, projects, and education. The Coalition strives to protect and enhance the high-quality natural, scenic, and economic values that our rivers and tributaries provide to the citizens, visitors, and wildlife of the Eagle River and Colorado River watersheds located in Eagle County.
Our organization has been working to achieve our mission since 1992, and has direct ties to the Eagle River Environmental Business Alliance which sought to improve water quality and river experiences following the Eagle Mine Spill in the late 1980s. Since then, we have achieved measurable progress in water quality throughout the watershed and grown as an organization to better serve our community.
Task #1: Additional Data Collection & Interpretation
Completed by: December 2024
Task #2: Natural Channel Design
60% Design Completed by: December 2024
100% Design Completed by December 2025
Task #3: Provide Environmental Planning services to develop “NEPA ready” proposed action(s)
Completed by: July 2025
Task #4: Provide 3rd party National Environmental Policy Act (NEPA) environmental analysis, support, compliance, and permitting
Completed by: December 2025
At this time, we are unsure if this project will require an Environmental Assessment (EA) or an Environmental Impact Statement (EIS). However, we believe no EIS will be triggered since we expect the proposed actions will not have significant long term environmental effects that can’t be mitigated.
We would like to complete NEPA by the end of Dec. 2025, but we understand this timeline will be mainly dictated by the level of NEPA required.
Responses to the RFP should include a description of the following:
Information on projects completed by the firm that did not actively involve members of the proposed project team should be minimized. The above clients will be considered references by Eagle River Coalition that may be checked for finalists of this project.
Submissions must be in one, single electronic file (PDF) and is not to exceed 15 pages. Individual resumes are limited to two pages and are not included in the 15-page limit.
Proposals will be reviewed and evaluated by Eagle River Coalition staff and board. This will be a selection process designated to identify the “best fit’ of Eagle River Coalition and the Consultant, taking into consideration a variety of criteria including, but not limited to, the following:
Overview:
On September 7th, 2022 ERC and BLM Staff floated approximately three miles of the Eagle River from just below Gypsum Campground to Duck Pond. This reach of the river was previously identified for potential restoration opportunities. We floated as a group to assess whether we cumulatively thought there were opportunities for improvement. This section of river comprises Bureau of Land Management land, private, and land managed by Eagle County. Restoration of this entire reach would require collaboration between the BLM, ERWC, private landowners, and Eagle County.
The following issues were identified that could be remediated through restoration efforts:
Goals of restoration would include:
Appendix B: Site Photos
Figure 1 – Point bar just downstream of where we put in (39.650733, -106.988844). This point bar has good floodplain connectivity along with cottonwood and willow recruitment. Several age classes of cottonwood present. This is what we would like to replicate on point bars and floodplains downstream.
Figure 2 – This photo was taken looking downstream (39.648597, -106.989556). Over widened section of channel with lack of floodplain connectivity on both left and right banks. Note large side bar formation on river right downstream.
Figure 3 – This photo was taken looking upstream (39.648664, -106.990542). This is the large side bar referenced in Figure 2. This is looking upstream. Just upstream of side bar, high banks dominate both sides of the channel with lack of floodplain connectivity.
Figure 4 – Downstream end of large side bar (39.648589, -106.991042). Backwater habitat present on right side of channel. Several schools of fingerling trout present in backwater. Severe erosion on right bank just downstream of side bar. It appears that there may be a chute cutoff forming on right side of bar, potentially increasing erosion on outside right bank.
Figure 5 – This photo was taken looking downstream (39.647344, -106.992122). Beginning of point bar feature on tight meander bend. There is potential on this right bank to increase floodplain connectivity and increase recruitment of cottonwood.
Figure 6 – This photo was taken looking upstream (39.647431, -106.997472). Overwidened and straight section of channel with a homogenous streambed. Except for backwater on river left, high banks above the bankfull elevation dominate left and right banks. This section could potentially use some increased sinuosity. Reducing width/depth ratios in this section and lowering the banks to increase floodplain connectivity would be a primary goal in this section. This is the downstream extent of mature cottonwoods. No young age classes of cottonwoods were seen. This is just downstream of the BLM boundary.
Figure 7 – This photo was taken looking downstream in same section as Figure 6 (39.647431, -106.997472). Except for backwater on river left, high banks above the bankfull elevation dominate left and right banks. This section could potentially use some increased sinuosity. Reducing width/depth ratios in this section and lowering the banks to increase floodplain connectivity would be a primary goal in this section. This is the downstream extent of mature cottonwoods. No young age classes of cottonwoods were seen. This is just downstream of the BLM boundary.
Figure 8 – This photo was taken looking downstream (39.647186, -106.999414). This is still in the straight section of reach. There is a lack of floodplain connectivity in this section. Note that cottonwoods are no longer present. This is just downstream of the BLM boundary.
Figure 9 – This photo was taken looking upstream (39.646153, -107.003453). This is on BLM just downstream of the private stretch. The river changes to Eagle County just downstream of this section. Over widened section with mid-channel bar formation and lack of streambed heterogeneity. Lack of floodplain connectivity in this section as well, as top of banks are above the bankfull elevation.
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