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Figures
Figure 5-1. Pole ford for small stream crossings.
Figure C-1. Place fill directly over a culvert higher
than the road approach to prevent surface road runoff from draining
onto the crossing structure and into the stream.
Figure C-2. Diversion ditch.
Figure C-3. Install culverts so there is no change in the stream
bottom elevation.
Figure C- 4. Installation of culverts.
Figure C-5a. Use riprap around the inlet of culverts.
Figure C-5b. Use geotextile filter fabric for permanent installations.
Figure C-6. Typical road designs form drainage and stability.
Figure C-7. Cross-drain culvert.
Figure C-8. Open-top log culvert.
Figure C-9. Broad-based dip.
Figure C-10. Water bar.
Figure C-11a. Straw bale fencing to slow runoff and trap
sediment for sheet flow and channelized flow.
Figure C-11b. Silt fencing to slow runoff and trap sediment
for sheet flow, not channelized flow.
Figure C-11c. A sediment trap to slow runoff and trap sediment
for channelized flow.
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