Woodjam Creek Culvert 
                Access
              Objectives
              To restore fish passage at this mainstem culvert 
                crossing for all life stages of the target species.
              FRBC Region/ MELP Region/ MoF 
                Region
              Cariboo/Cariboo/Cariboo
              Author
              Michael Parker
              Proponent
              Weldwood of Canada Ltd., Williams Lake Division
              Watershed
              Woodjam Creek
              Location
              Woodjam Creek is a tributary to the Horsefly River. 
                A wide range of species including anadromous species utilize the 
                majority of this watershed that is located approximately 25 km 
                East of the community of Horsefly, in the Horsefly Forest District.
              Introduction
              This project was undertaken to address concerns 
                within the proponents operating area as identified through an 
                assessment conducted by another licensee. As WRP is meant to be 
                conducted on the watershed scale it often does addresses issues 
                for more than one operator, and as such operators in this case 
                chose to address identified projects individually.
              Assessments and Prescriptions
              Minimal Assessments have been conducted in this 
                watershed on fish or riparian habitat. However, a Fish Passage 
                Culvert Inspection was completed in 1998 by Bioterra Consulting 
                for Riverside Forest Products, Soda Creek Division. As part of 
                this watershed is in the operating area of Weldwood of Canada 
                Ltd., this firm proceeded with the replacement of the one high 
                priority identified barrier within their area of the watershed. 
                This replacement provides access to 3.6 km of high value fish 
                habitat, not including tributaries above this mainstem crossing.
              The existing culvert was determined to be undersized 
                for the crossing according to Forest Practices Code requirements 
                as the 1400mm culvert was not adequate for high flows on the 2.3m 
                bankfull channel. It is expected that velocities impact adult 
                migration during spawning periods, as well as juvenile passage.
              Rehabilitation Work
              The old 1400mm culvert was replaced with a full 
                spanning bridge structure. Fill was pulled back and the channel 
                around the bridge abutments armoured. Gradient through this area 
                was approximately 1.5%.
              Cost Summary
               
                
                   
                    |  
                       Item  
                      | 
                     
                       Cost  
                      | 
                  
                   
                    |  
                       Materials 
                      | 
                     
                       $44,000 
                      | 
                  
                   
                    |  
                       Labour 
                      | 
                     
                       $3,000 
                      | 
                  
                   
                    |  
                       Machinery 
                      | 
                     
                       $6,000 
                      | 
                  
                   
                    |  
                       Total*  
                      | 
                     
                       $53,000  
                      | 
                  
                
               
              *budget is estimated based on similar project activities 
                at other locations.
              Restoration Results
              Over 3.6 km of mainstem habitat is now accessible 
                to all life stages of fish. As well, tributaries above the crossing 
                will be accessible from the mainstem for rearing. The mainstem 
                itself is approximately 2.3 meters bankfull at the crossing, and 
                provides a variety of rearing and spawning upstream of the crossing.
              Proposed Work
              Level 1 FHAP Assessment and in stream works are 
                scheduled to begin in Woodjam Creek during 1999.
              For Further Information contact:
              Brian Chapman
                Ministry of Environment and Parks
                400-640 Borland St.
                Williams Lake, BC
                V2G 4T1
                Tel.(250)398-4550 Fax.(250)398-4214
              Or
              Karen Campbell
                Weldwood of Canada Ltd.
                P.O. Box 4509
                Williams Lake, BC
                V2G 2V5
                Tel. (250)392-7731