Hi all,
Neighbours had a lot of building work done a year ago, and now are having their drive relayed (Different firm).
I had a look with them today as the surface water drainage pipe seems very close to the boundary wall foundation, and runs underneath the support pillar in one place. The gullys are directly above the pipe. (The trench is deep as they are having the pitch fibre foul pipe replaced)
Is this compliant? Can it be so close to the boundary wall foundation? I am not sure if there is a 45degree rule for load under a foundation.
If there is a time to fix it, it's now before everything gets paved.
The reason for concern is we intend to extend to this boundary in due course, and don't want it becoming a problem then. And also if the boundary wall falls over (It already leans), a new footing would seem likely to be bigger, and then it would be in the way.
Pipe is 260mm deep to its top.
Any advice would be greatly appreciated.
Neighbours had a lot of building work done a year ago, and now are having their drive relayed (Different firm).
I had a look with them today as the surface water drainage pipe seems very close to the boundary wall foundation, and runs underneath the support pillar in one place. The gullys are directly above the pipe. (The trench is deep as they are having the pitch fibre foul pipe replaced)
Is this compliant? Can it be so close to the boundary wall foundation? I am not sure if there is a 45degree rule for load under a foundation.
If there is a time to fix it, it's now before everything gets paved.
The reason for concern is we intend to extend to this boundary in due course, and don't want it becoming a problem then. And also if the boundary wall falls over (It already leans), a new footing would seem likely to be bigger, and then it would be in the way.
Pipe is 260mm deep to its top.
Any advice would be greatly appreciated.