Project Information
              Objectives
              The objectives of this project were to restore holding 
                and rearing habitats for rainbow trout and re-establish channel 
                stability and pool-riffle sequences in Rebman Creek.
              FRBC Region 
                / MELP Region/MOF Region
              Cariboo-Chilcotin / Cariboo / Cariboo
              Author
              Dave McEwan
              Proponent
              Weldwood of Canada Ltd. Quesnel Division
              Watershed / 
                Stream
              Willow River / Rebman Creek
              Location
              The Rebman Creek work sites are reached by heading 
                from Quesnel to Barkerville on Highway 26 for approximately 50 
                km. Turn right at the West Fraser 2400 logging road and continue 
                until 28.5 km and turn left on the 24P road. The 24P road turns 
                into the 900A road at the Rebman Creek bridge crossing. The access 
                to the Reach 2 and Reach 4 rehabilitation sites are approximately 
                3 and 6 km along the 900 A road respectively. Deactivated access 
                roads lead down to the sites.
              Introduction
              The upper Willow River Watershed is approximately 
                55 km Northeast of Quesnel. Rebman Creek enters the Willow River 
                at the top of Reach 2. The tributary lies near the northern edge 
                of the Quesnel Highland physiographic region and has a total watershed 
                area of 21 km2.
              Rainbow trout are the dominant species in Rebman 
                Creek and are the target of restoration works.
              Assessments 
                and Prescriptions
              The Willow River watershed was selected by Ministry 
                of Environment, Lands and Parks, Ministry of Forests, and Weldwood 
                of Canada 
              Ltd. for restoration of fish habitat damaged by 
                logging.
              A Level 1 Fish Habitat Assessment (FHAP) of selected 
                reaches in the Willow River watershed was conducted in 1997 (Ferguson 
                and Bocking 1998). Rebman Creek was identified as a heavily impacted 
                system and a high priority for stream restoration. The lower 7 
                km of the stream has been logged to the streambank and has caused 
                bank erosion, aggradation, formation of mid-channel bars, infilling 
                of pools and loss of cover including LWD. 
              Level 2 Fish Habitat Restoration Prescriptions were 
                completed by LGL Limited and Northwest Hydraulic Consultants Ltd. 
                in 1999 (Gaboury et al. 1999).
              Past Rehabilitation 
                Work
              Riffles were constructed in Reach 4 in 1998. Three 
                hundred metres of new habitat were created through 83 m of construction 
                (Randall 1998).
              Rehabilitation 
                Work
              Rehabilitation work for 1999 occurred in Reaches 
                2 and 4 of Rebman Creek and was undertaken by Erosion Control 
                Inc. and LGL Limited. The Level 1 FHAP for Reach 2 and Reach 4 
                rated the percentage of pools and pool frequency as poor (Ferguson 
                and Bocking 1998). The number of functional pieces of LWD in these 
                reaches for creating pools and providing cover was also considered 
                inadequate in the Level 1 report. The re-establishment of a pool 
                and riffle profile will improve residual pool depths, increase 
                hydraulic diversity, and improve the stability of spawning gravel. 
                It will also reduce bank erosion and lead to a narrower, more 
                stable channel over time. The installation of LWD into these streams 
                will benefit the rearing habitat of juvenile and adult rainbow 
                trout that require cover for summer rearing and lower velocity 
                areas during freshets.
              Work was completed at a total of 19 sites over a 
                linear distance of nearly 1 kilometer. For each work site a LWD 
                structure and a riffle were constructed. Pools were excavated 
                upstream of the riffle at the location of the LWD structure. The 
                LWD structures were built to provide cover and scour at the excavated 
                pools. The following two basic designs for the LWD structures 
                were used with a few site specific modifications: 1) A triangular 
                lateral log jam with two 6-8 m logs with rootwads and an additional 
                rootwad piece; and 2) A lateral log jam with five 6-8 m logs with 
                rootwads. The LWD structures were ballasted with boulders brought 
                in to the site. The structures were also anchored to the bank 
                by embedding the top 3-4 m of the logs and attaching rock ballast 
                to the logs in the bank.
              A riffle base was constructed by having crews move 
                material by hand. An excavator would then move larger boulders 
                from the pool excavations to the riffle surface. The excavator 
                was used to strategically place large boulders on the crest and 
                face of the riffle to provide stability. A pool was also excavated 
                downstream of the riffle. A schematic construction drawing of 
                the basic riffle design used in Rebman Creek can be found in Chapter 
                12, figure 12-12 of WRP Technical Circular No. 9 (Newbury et al. 
                1997). 
              A total of fourteen sites over 810m of Reach 2 were 
                completed. The Level 2 prescriptions proposed that the restoration 
                of this section of Reach 2 would provide the greatest benefits 
                to the target species, rainbow trout. Five sites were completed 
                in Reach 4 over 170 m. Three of the riffle constructions in Reach 
                4 involved adding larger material to riffles that were constructed 
                in 1998.
              Outputs
              Channel reconstruction and installation of restoration 
                works were undertaken on nearly 1 km of stream.
              Production Estimates
              WRP Technical Circular No. 9 indicates that an approximate 
                2-fold increase in resident rainbow trout numbers can be expected 
                as a result of the instream works (Koning and Keeley 1997).
              Proposed Work
              Construction of riffle-pool sequences in Reach 2 
                downstream to chainage 495 m should be undertaken in 2000. The 
                next priorities would be to re-construct Reach 3 from 500 to 570 
                m, Reach 4 from 0 to 50 m, and Reach 3 from 15 to 355 m. 
              For Further 
                Information, Contact:
              Reg LeBlanc
                Erosion Control Inc.
                391 Johnston Ave., Quesnel, B.C. V2J 3M6
                (250) 992-3707; westfor@quesnelbc.com
              Marc Gaboury
                LGL Limited environmental research associates
                9768 Second St., Sidney, B.C. V8L 3Y8
                (250) 758-1264; mgaboury@lgl.com
              2.0 Literature 
                Cited
               
                 
                  Ferguson, J. and R. Bocking. 1998. Willow River 
                    Level 1 Fish Habitat Assessment and Rehabilitation Opportunities. 
                    Prepared for Weldwood of Canada Ltd., Quesnel, B.C. Prepared 
                    by LGL Limited, Sidney, B.C.
                  Koning, C.W. and E.R. Keeley. 1997. Salmonid 
                    Biostandards for Estimating Production Benefits of Fish Habitat 
                    Rehabilitation Techniques. in Slaney, P.A. and D. Zaldokas 
                    [eds.] Fish Habitat Rehabilitation Procedures. British Columbia 
                    Ministry of Environment, Lands and Parks, and British Columbia 
                    Ministry of Forests, Watershed Restoration Program, Technical 
                    Circular No. 9. 
                  Newbury, R., M. Gaboury, and D. Bates. 1997. 
                    Restoring Habitats in Channelized or Uniform Streams Using 
                    Riffle and Pool Sequences. in Slaney, P.A. and D. Zaldokas 
                    [eds.] Fish Habitat Rehabilitation Procedures. British Columbia 
                    Ministry of Environment, Lands and Parks, and British Columbia 
                    Ministry of Forests, Watershed Restoration Program, Technical 
                    Circular No. 9. 
                  Randall, R. 1998. Rebman Creek Instream 1998. 
                    Submitted to Weldwood of Canada Ltd., Quesnel, B.C. Prepared 
                    by Randall and Associates, Quesnel, B.C.
                  Gaboury M., R. Bocking and K. Rood. 1999. Willow 
                    River Watershed Restoration Program Fish Habitat Prescriptions 
                    for Rebman Creek. Submitted to Weldwood of Canada Ltd., Quesnel 
                    B.C. Prepared by LGL Limited, Sidney, B.C. and Northwest Hydraulic 
                    Consultants Ltd., North Vancouver, B.C.
                
              
               Cost Breakdown 
                
                   
                    |  
                       Item  
                      | 
                     
                       Cost  
                      | 
                  
                   
                    | Labour  | 
                     
                       $37,558 
                      | 
                  
                   
                    | Equipment | 
                     
                       $28,326 
                      | 
                  
                   
                    | Materials | 
                     
                       $9,116 
                      | 
                  
                   
                    | total | 
                     
                       $75,000  
                      | 
                  
                
               
 
              
              Figure 1: Pool complexing with LWD on Rebman 
                Creek, Cariboo Region.