NS4U
Structural
- Apr 2, 2007
- 320
I live in Massachusetts where (at least on the structural side of things) we need to bury foundations deep enough so that they are below the freeze line of the soil.
I assumed (perhaps naively) that there would be something similar for domestic water supplies. For example, say a water branch from the main in the street to my house has to be buried “X” feet below grade.
I reviewed the mass plumbing code and couldn't find any sort of requirement. Am I just missing something?
I ask because I have slab-on-grade (there are no freeze walls around the perimeter-the house is kind of old), where the domestic water line burst under the slab this weekend. To minimize disturbance, the plumber came in and ran a new branch from the main, and turned the branch up just inside of the exterior wall, then connected the water supply. I've attached a sketch that hopefully illustrates the repaired scenario I have now.
My concern is that where the pipe turns up, it is too close to the ground and could potentially freeze.
What are your thoughts? Is this addressed in any codes?
I assumed (perhaps naively) that there would be something similar for domestic water supplies. For example, say a water branch from the main in the street to my house has to be buried “X” feet below grade.
I reviewed the mass plumbing code and couldn't find any sort of requirement. Am I just missing something?
I ask because I have slab-on-grade (there are no freeze walls around the perimeter-the house is kind of old), where the domestic water line burst under the slab this weekend. To minimize disturbance, the plumber came in and ran a new branch from the main, and turned the branch up just inside of the exterior wall, then connected the water supply. I've attached a sketch that hopefully illustrates the repaired scenario I have now.
My concern is that where the pipe turns up, it is too close to the ground and could potentially freeze.
What are your thoughts? Is this addressed in any codes?