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Hi all,
I'm in the process of designing a simple single storey box extension to be self-built.
I've reached the point of surveying the existing ground and drainage and am trying to plan the foundations. The house has a combined drainage system.
The main thing I'm struggling with is that the current soil pipe runs away from the house cutting across the proposed foundations for a significant length. I haven't dug the entirety of the pipe out to confirm exact depths, but assuming it's at a consistent pitch across the whole length I suspect the current setup is something like this;
I can understand how to deal with the kitchen drain given it's a short section.
I've not approached BC or applied for a build-over(/near) agreement yet, though from looking at the United website I don't think the build-over should be difficult to obtain given I'm not actually covering a public sewer/inspection point/manhole. I've not arranged for CCTV survey yet either.
I'm not sure what the best approach is the to presently combined drain. The gutter portion will be separated off to a soakaway, so it'll just be a matter of getting the soil through and connected.
Is shuttering the pipe and pouring footings around it in its current position unrealistic? I'm worried it might be. Obviously a lintel's not going to cover things...
Will it be easier to redirect this pipe parallel to the wall and have it pass through the rear foundations, before using a couple of inspection chambers to redirect it to the main sewer? I'd imagine that bend would end up quite sharp, however.
Would it be easier to use a strip foundation and guide the pipe through masonry instead?
Very keen to get some advice on this.
I'm in the process of designing a simple single storey box extension to be self-built.
I've reached the point of surveying the existing ground and drainage and am trying to plan the foundations. The house has a combined drainage system.
The main thing I'm struggling with is that the current soil pipe runs away from the house cutting across the proposed foundations for a significant length. I haven't dug the entirety of the pipe out to confirm exact depths, but assuming it's at a consistent pitch across the whole length I suspect the current setup is something like this;
I can understand how to deal with the kitchen drain given it's a short section.
I've not approached BC or applied for a build-over(/near) agreement yet, though from looking at the United website I don't think the build-over should be difficult to obtain given I'm not actually covering a public sewer/inspection point/manhole. I've not arranged for CCTV survey yet either.
I'm not sure what the best approach is the to presently combined drain. The gutter portion will be separated off to a soakaway, so it'll just be a matter of getting the soil through and connected.
Is shuttering the pipe and pouring footings around it in its current position unrealistic? I'm worried it might be. Obviously a lintel's not going to cover things...
Will it be easier to redirect this pipe parallel to the wall and have it pass through the rear foundations, before using a couple of inspection chambers to redirect it to the main sewer? I'd imagine that bend would end up quite sharp, however.
Would it be easier to use a strip foundation and guide the pipe through masonry instead?
Very keen to get some advice on this.