Hi Everyone,
I'm looking to specify a piping material for a 4" underground gravity sewer pipe.
The old material was cast iron but it has corroded and we are now looking to replace with HDPE. My only concern is that I know HDPE is rather flexible and I'm worried about little peaks and valleys causing settlement to build up and eventually clog the line. My research has shown different results; some sources recommend HDPE for gravity sewer lines, others don't for this very reason.
Another thing to note is that this will be going in a climate with extreme temperature differences between summer and winter (+30 C in the summer and -40 C in the winter). The existing pipe is only buried 4 feet deep so I expect there to be some significant ground movement due to freezing and thawing. This is partly why HDPE was thought to be a good alternative, because it will be able to withstand this movement. Also, we are concerned that a bell and spigot PVC pipe line could lose some joint integrity due to the movement. However, will this make the issue with the bumps in HDPE worse?
Is this a valid concern? Are there ways around it (ie. specific cell class of HDPE or installation procedure)? Would PVC be the better alternative?
Thanks in advance for any suggestions!
I'm looking to specify a piping material for a 4" underground gravity sewer pipe.
The old material was cast iron but it has corroded and we are now looking to replace with HDPE. My only concern is that I know HDPE is rather flexible and I'm worried about little peaks and valleys causing settlement to build up and eventually clog the line. My research has shown different results; some sources recommend HDPE for gravity sewer lines, others don't for this very reason.
Another thing to note is that this will be going in a climate with extreme temperature differences between summer and winter (+30 C in the summer and -40 C in the winter). The existing pipe is only buried 4 feet deep so I expect there to be some significant ground movement due to freezing and thawing. This is partly why HDPE was thought to be a good alternative, because it will be able to withstand this movement. Also, we are concerned that a bell and spigot PVC pipe line could lose some joint integrity due to the movement. However, will this make the issue with the bumps in HDPE worse?
Is this a valid concern? Are there ways around it (ie. specific cell class of HDPE or installation procedure)? Would PVC be the better alternative?
Thanks in advance for any suggestions!