I'm designing a section of gravity sewer with a section of steep slope that falls into a very flat slope. (before manhole the slope is 9.4% and after 0.4%) My concern is with corrosion in the manhole and other possible issues with the high velocities. I've heard mention of some type of...
I am designing the access road for an elevated tank and need a turning radius that will be adequate for the tank manufacturer to maneuver a truck with a 80-foot beam on the back through. Anyone know where I might find these kinds of standards?