Canimred Creek Tributaries Bridge 
                Construction
              Objectives
              The primary objective of this project was to replace 
                a small culvert with a bridge to allow fish passage.
              FRBC Region/ MELP Region/ MoF 
                Region
              Cariboo-Chilcotin/Cariboo/Cariboo
              Author
              Ken MacKenzie
              Proponent
              Weldwood of Canada Ltd.
              100 Mile House Operations
              Location:
              The crossing is located 2.0 km down a side road 
                at 17 km on the Bowers FSR at an unnamed stream that flows into 
                Canimred Creek. 
              Introduction
              Canimred Creek has high densities of rainbow trout 
                and may be an important spawning stream for Canim Lake. The streams 
                affected by this project have high spawning and rearing habitat 
                potential.
              Assessments and Prescriptions
              This barrier to fish was identified during a field 
                inspection by Weldwood . The culvert was undersized for Q100 flows, 
                was quite long (25 meters), at a gradient that prohibited fish 
                passage and had a small outfall drop (fig. 3-1). A clear span 
                structure was determined to be the best option for restoring fish 
                passage.
              Rehabilitation Work
              To minimize environmental impacts during the weir 
                construction, the following steps were taken: 
              
 
                
                  - A bypass channel was constructed adjacent to the culvert 
                    that was armored with clean rock prior to stream diversion 
                    (fig. 3-2).
 
                  - Riprap was placed at the upstream bend in the creek to eliminate 
                    erosion and potential sediment inputs to the stream.
 
                  - Sediment traps of hay bales and filter cloth were placed 
                    downstream to maintain water quality during channel reconstruction 
                    work.
 
                  - An environmental monitor was on site for all phases of construction
 
                
               
              Structure Details 
                 
              
 
                
                  - 15 meter concrete slab deck (fig. 3-3).
 
                  - 30° skewed approaches
 
                  - 8 inch steel posts on pre-cast concrete footings
 
                  - reconstructed channel width 4 to 5 meters
 
                
               
              Cost Summary
              Site Plan Preparation $2,000
              Bridge design, supply and install $54,800
              Rip rap supply, supervision $6,500
              TOTAL $62,800 
              Environmental Benefits
              2.4 km of habitat is now available to fish. 
              For Further Information Contact:
              Ken MacKenzie
                P.O. Box 97
                Weldwood of Canada Ltd.
                100 Mile House Operations
                1 00 Mile House, BC
                V0K 2E0
                Tel. (250)395-8200
              Figure 3-1. Outfall of culvert 
              
               
              Figure 3-2. Construction of bypass channel.
              
               
              Figure 3-3. Completed installation 
              