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Hi all,
After some advice on a drainage job I am starting tomorrow. Done an inspection of the existing drains today and at the mini inspection chamber (300mm) at the head of the drain the top of the underground PVC pipe is 0.2m or so below the surface. We are replacing the old mini inspection chamber and running a 3rd connection into it which will be our new soil stack.
Problem 1 - Due to the low depth of the drain at the head of it's run we can't put a normal 600mm radius swept bend on the bottom of the soil stack. Part H of the Building Regulations says the minimum bend radius will need to be 200mm measured at the centreline of the pipe. Does a normal 87.5 degree soil pipe elbow comply? I don't have one handy to measure at the moment or I would check myself.
Problem 2 - At the bottom of the garden (just before the public road) the top of the existing clay drain pipes is 0.4m or so. None of these depths comply with current regulations of course as there is no concrete slab protecting these drains. I intend to pour concrete slabs over them all once I am done. The question is, Diagram 11 of the Part H of the Building Regulations refers to a compressible material to be laid between the granular fill and the concrete slab. What should I be buying to fit there? No suggestions as always in the Building Regulations so advice appreciated!
Thanks to all in advance for advice.
After some advice on a drainage job I am starting tomorrow. Done an inspection of the existing drains today and at the mini inspection chamber (300mm) at the head of the drain the top of the underground PVC pipe is 0.2m or so below the surface. We are replacing the old mini inspection chamber and running a 3rd connection into it which will be our new soil stack.
Problem 1 - Due to the low depth of the drain at the head of it's run we can't put a normal 600mm radius swept bend on the bottom of the soil stack. Part H of the Building Regulations says the minimum bend radius will need to be 200mm measured at the centreline of the pipe. Does a normal 87.5 degree soil pipe elbow comply? I don't have one handy to measure at the moment or I would check myself.
Problem 2 - At the bottom of the garden (just before the public road) the top of the existing clay drain pipes is 0.4m or so. None of these depths comply with current regulations of course as there is no concrete slab protecting these drains. I intend to pour concrete slabs over them all once I am done. The question is, Diagram 11 of the Part H of the Building Regulations refers to a compressible material to be laid between the granular fill and the concrete slab. What should I be buying to fit there? No suggestions as always in the Building Regulations so advice appreciated!
Thanks to all in advance for advice.