| Habitat Type | Currently accessible (km) | Total | Current Connectivity Status | Goal | Gain required (km) |
|---|---|---|---|---|---|
| Rearing | 394.19 | 465.18 | 85% | 90% | 52.38 |
Lateral Barriers (Including to thermal refugia)
There is a lack of comprehensive data and mapping of lateral barriers and potential thermal refugia in the watershed to currently support a strategic prioritization (see Table 1). However, local knowledge was used to compile a list of candidate sites for field verification as a starting point to improve lateral and thermal connectivity. These sites were investigated in 2021 (Mozin (2021)), but an atmospheric river event later that winter resulted in major modifications and rearrangement of the Coldwater River and mainstem Nicola River downstream of the Coldwater confluence, rendering the outcome of those investigations no longer relevant. Further assessment of off-channel thermal refugia was undertaken by Nooaitch Band in 2023, with results of those assessments expected to be released to the broader community working on conservation in the Lower Nicola Watershed in the near future.
Longitudinal Field Assessment Ranking Process
A primary outcome of the WCRP will be the rehabilitation of barriers to connectivity in the Lower Nicola River Watershed. To achieve the goals in this plan, it is necessary to identify a set of structures that, if rehabilitated, will provide access to a minimum of 52.38 km of rearing habitat (Table 3.1):
After all existing data and knowledge are collated for known and modelled crossings, an iterative ranking process is conducted to identify barriers for rehabilitation to meet the WCRP goals. The ranking process is primarily used to guide field assessments and maximize efficiency in ground truthing data inputs and model outputs, while providing a secondary purpose to evaluate the relative key habitat gains of confirmed barriers in the watershed. This process, combined with input from local knowledge holders and experts, is used to develop field plans for assessing structures that have the potential to block the most key habitat in the watershed. Field assessments are based on the BC Fish Passage Strategic Approach and can include a barrier assessment (i.e., evaluating passability of the structure), a habitat confirmation (i.e., evaluation of whether the upstream habitat is suitable for the focal species and whether there are other undocumented human-made or natural barriers upstream or downstream), or a detailed habitat investigation (e.g., a fish passage study or further in-depth analysis of habitat features in a waterbody).
The ranking process accounts for the long-term and immediate habitat gains potentially offered by each structure to improve key habitat connectivity in the watershed. All structures in the watershed (excluding those confirmed as passable) are ranked in each iteration of the ranking process. Details of the ranking process used to guide field assessments can be found in Appendix B.
Longitudinal Structure Prioritization Summary
Following field assessments, structures are placed on one of five possible lists:
Priority barriers list – the structure is confirmed as a full or partial barrier, has key habitat confirmed to exist upstream, and is considered actionable by the planning team (i.e., action items will be identified to advance rehabilitation of the structure). Depending on the barrier, owner, financial constraints, and quality of upstream habitat, the action may be to leave to end of life cycle before reviewing again, remove and decommission the structure, replace with a new passable structure, or modify to temporarily restore connectivity (e.g., fish ladder or baffles installed; see Table 3.2).
Assessed structures that remain data deficient list – some form of field assessment has been completed on the structure, but further investigation is required to confirm either the passability status or presence/suitability of upstream habitat (see Table 3.3).
Rehabilitated barriers list – priority barriers that have been addressed either through removal, replacement, or temporary fish passage improvement projects; (see Table 3.4)
Non-actionable barriers list – the structure is confirmed to be a barrier to fish passage and has some amount/quality of habitat upstream, but the planning team will not identify actions to advance rehabilitation of the structure because of logistic considerations (e.g., financial costs), short habitat gain, or the upstream habitat is of poor quality or unsuitable in its present condition to support key life stages of the focal species Appendix C.
Excluded structures list – the structure is excluded from further consideration in subsequent ranking and work planning because the structure is confirmed passable (e.g., bridge), not present, or there is no key habitat upstream Appendix C.
Barrier Id | Modelled Crossing Id | Watercourse Name | Road Name | Structure Type | Partial Passability | Structure Owner | Num Barriers Set | Total Hab Gain Set | Upstream Habitat Quality | Estimated Cost $ | Next Steps | Reason | Notes | Supporting Links |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
196969 | 11304548 | Murray Lake Creek | Maka-Murray/Maka-Michael JCT | Stream crossing - CBS | FLNRO | 1 | 2.87 | 150000 | Post-rehabilitation monitoring | Active Coho spawning and rearing stream | Culvert and road are a significant sediment source to stream | |||
197882 | Stumbles Creek | Unnamed | Stream crossing - CBS | Yes | Private | 3 | 2.25 | High | 150000 | Engage with partners | Important migratory corridor for Coho. Fully passable to adults, passable to juveniles at low flows and 50% at higher fllows. | Major habitat restoration potential at this site. | http://a100.gov.bc.ca/pub/pscismap/imageViewer.do?assessmentId=200141 | |
197884 | 11300751 | Stumbles creek | Highway 8 | Stream crossing - CBS | Yes | MOTI | 3 | 2.25 | High | 650000 | Engage with barrier owner | Important migratory corridor for Coho | Passable to adult fish at all flows. No outlet pool and 0.11 m drop onto rocks likely an impediment to both juveniles and adults. The calculated water velocity is 0.07 m/s. CO fry captured. Water is diverted upstream of Hwy 8 for irrigation purposes during the growing season and regulated by a manual irrigation gate. Most water was diverted during the assessment. Mr. Miller observed CO spawning upstream of Hwy 8 after the gate was opened in the fall. | http://a100.gov.bc.ca/pub/pscismap/imageViewer.do?assessmentId=200143 |
1024713603 | Skuhun Creek | mouth | Other | No | n/a | High | Post-rehabilitation monitoring | Mouth of river was perched above Nicola River following 2021 Atmospheric River, preventing fish from accessing. | Nicola River redirected and built up to eliminate elevation difference between the two streams. |
Barrier Id | Modelled Crossing Id | Watercourse Name | Road Name | Structure Type | Structure Owner | Barrier Status | Partial Passability | Assessment Type Completed | Total Hab Gain Set | Num Barriers Set | Next Steps | Notes | Supporting Links |
|---|---|---|---|---|---|---|---|---|---|---|---|---|---|
197692 | 11305296 | Manning Creek | Manning Creek FSR | Stream crossing - CBS | FLNRO | BARRIER | Barrier assessment | Habitat confirmation (data deficient structures only) | Steep channel upstream of crossing. | ||||
197693 | 11303684 | Manning Creek | Unnamed | Stream crossing - CBS | Private | BARRIER | Barrier assessment | Habitat confirmation (data deficient structures only) |
Barrier Id | Modelled Crossing Id | Watercourse Name | Road Name | Type Of Rehabilitation | Rehabilitated By | Rehabilitated Date | Total Hab Gain Set | Actual Project Cost $ | Next Steps | Notes | Supporting Links |
|---|---|---|---|---|---|---|---|---|---|---|---|
36b0bcda-4671-45ff-8dea-d1fc8abe3a8d | Clapperton Creek | n/a | Removal/decommissioned | CWF & LNIB | 2024-08-01 | 15.59 | 332000 | Post-rehabilitation monitoring | Important steelhead, Chinook, Coho stream | ||
197889 | 24713603 | Skuhun Creek | Highway 8 | Retrofit | MOTI | 2024-07-31 | 13.95 | Post-rehabilitation monitoring | Clearspan bridge with concrete apron became perched. Stream bottom built back up through crossing and backwatered. |