jsconner1
New member
I've designed a few commercial water systems (more pressure sewer systems, but the principle is the same.) Usually the design is controlled by the local regs and what the guy doing the install wants to put in. Any of it will work for a long time if bedded and installed properly and below the freeze line. My preference is SDR11 HDPE, because it is self restraining and doesn't require any blocking at the elbows. If you run PVC you may want to put some blocking at the bends to spread the load out over the soil and keep the soil from being pushed away.
I wouldn't run anything smaller than inch and a quarter. I doubt that you need 2", but I would consider inch and a half.
I wouldn't run anything smaller than inch and a quarter. I doubt that you need 2", but I would consider inch and a half.