tfam
Computer
- Feb 22, 2019
- 2
Hello All,
I am not a civil engineer, and am looking for a quick assessment of the inspection video below.
The Mainline has been inspected via CCTV, and given the visible water lines , it appears that the pipe is back-pitched and holding water from the 15' mark unto at least the 60' mark. This is causing sewage to collect at the spur connection (visible at the 1:40 mark) and eventually backup into the lateral connection from the house. Furthermore odors and gases are migrating under pressure from the sewage into the property via the lateral.
I was hoping someone could help me by providing the following
1.Is this assessment correct, or am I missing something.
2.What codes govern the appropriate pitch of a main sewer line
3.What codes govern standing sewage in mainline, specifically from a discharge into the environment.
I am not a civil engineer, and am looking for a quick assessment of the inspection video below.
The Mainline has been inspected via CCTV, and given the visible water lines , it appears that the pipe is back-pitched and holding water from the 15' mark unto at least the 60' mark. This is causing sewage to collect at the spur connection (visible at the 1:40 mark) and eventually backup into the lateral connection from the house. Furthermore odors and gases are migrating under pressure from the sewage into the property via the lateral.
I was hoping someone could help me by providing the following
1.Is this assessment correct, or am I missing something.
2.What codes govern the appropriate pitch of a main sewer line
3.What codes govern standing sewage in mainline, specifically from a discharge into the environment.