I have a PVC u-style 4" pair of sewer cleanouts popped up in the lawn right now. I will be pouring a driveway over them. So the cleanouts need to penetrate the slab and be capped over with sturdy caps which a car can be driven on.
If I cast cleanout bodies directly into the slab, I'm worried that any settling or other movement of the slab puts strain onto the pipes below, maybe shifting them, breaking them. Is that a valid concern? Should something be done to decouple the fitting that is cast into the slab from the pipe below? For instance pour the slab around a box like used for a sprinkler valve, so the box surrounds the 4" cleanout riser but is not mated solid to it?
I've seen the cleanout bodies slipped partly onto the PVC pipe but not welded, to give them some slack for movement. Is that preferred?
Or should I just accept that all the pipes in the ground below will be hard-linked to the slab and that is "ok"? If something moves the PVC can bend a bit?
If I cast cleanout bodies directly into the slab, I'm worried that any settling or other movement of the slab puts strain onto the pipes below, maybe shifting them, breaking them. Is that a valid concern? Should something be done to decouple the fitting that is cast into the slab from the pipe below? For instance pour the slab around a box like used for a sprinkler valve, so the box surrounds the 4" cleanout riser but is not mated solid to it?
I've seen the cleanout bodies slipped partly onto the PVC pipe but not welded, to give them some slack for movement. Is that preferred?
Or should I just accept that all the pipes in the ground below will be hard-linked to the slab and that is "ok"? If something moves the PVC can bend a bit?