TheOverThinker
Member
I'm trying to find in the UPC the right section to deal with a step or drop in a standard 4" sewer line, where the usual 1/4" per foot can't be maintained. I'm aware that making the entire line sloped steeper can cause problems with solids, but that a drop can solve the problem.
What's the best way to handle this? Does code cover this situation?
What are the maximum and minimum slopes for each section?
What's the best way to handle this? Does code cover this situation?
What are the maximum and minimum slopes for each section?