gabby
Gold Member
I've concluded that you can't prevent overflows, and the best tactic is to divert them. We have had three so called "100 year" rain events in the past 15 years and I've had some major washouts.
I now assume that overflows will occur, and I make a big hump of fill over the pipe itself so that the overflow will run around one side or the other and then re-enter the stream bed further down. This prevents the pipe from getting washed out. I also use lots of rip-rap to prevent scouring.
Also, state logging specs give tables of watershed area vs. culvert size for logging roads. That's a good guide for sizing the culvert pipe.
gabby
I now assume that overflows will occur, and I make a big hump of fill over the pipe itself so that the overflow will run around one side or the other and then re-enter the stream bed further down. This prevents the pipe from getting washed out. I also use lots of rip-rap to prevent scouring.
Also, state logging specs give tables of watershed area vs. culvert size for logging roads. That's a good guide for sizing the culvert pipe.
gabby