Roads, Skid Trails, Landings, and Stream Crossings
         
  Stream Crossings  
  Select a site for a stream crossing before the rest of the road system is laid out or planned. This will allow the road system to be designed for the best approach to the stream crossings. The profile of a streambed should not be changed when constructing crossings. Alteration of the stream banks should be minimized and a permit is required prior to any work being done. All stream crossings should be done at right angles to the stream channel to minimize disturbance to vegetation, banks and streambed. Fords, culverts or bridges are most commonly used for stream crossings.  
     
  Fords  
  A ford is simply a crossing of a stream without a structure or culvert. They can be used where stream banks are low and firm, the streambed is firm and the stream is shallow. Fords should not be used if significant alteration of the stream bank is required. Rock and gravel may be used to stabilize the streambed and approaches. Concrete may be placed in streambeds or flow areas of intermittent watercourses when warranted to protect the streambed under all weather conditions.  
   
     
  Bridges  
  Bridges can be used for temporary or permanent crossings of streams. Usually, permanent bridges are used for larger streams or for more permanent roads. Temporary bridges are used for smaller streams, infrequent or one-time access and can be made of other suitable materials or devices. Use care to minimize disturbance to stream banks and approaches. A permit is required for any stream bank alteration.
 
   
     
  Culverts  
  Culverts are the most commonly-used form of stream crossing. A culvert is easily placed, functions well and can be reused upon removal when no longer needed. There are several important considerations when using culverts for stream crossings.  
 
  1. Use adequate size for stream and runoff flow. Anticipate storm peak flows and size culverts accordingly.
  2. Stream gradients should not be changed when installing culverts.
  3. Protect fill over culvert by armoring upstream end of culvert.
  4. Provide armor of some type to prevent erosion at discharge end of culvert.
 
   
 
  • Culverts should be placed slightly below the natural stream bed to preclude culvert outfall barriers.
  • Culverts should be installed with the same slope of the natural stream bed. A pitch of 2-3 percent will cause the culvert to be self-cleaning.
  • Culverts should be extended at least one foot beyond the fill at both the inlet and outlet ends.
  • Culverts need to be inspected regularly and cleaned out as necessary.