I have an on going arguement with Market Harborough building control department who, from what I have researched, dont know the regs!
The scenario is an extension where the rainwater from the roof is being discharged into a water butt with no further provision to manage drainage!
My understanding of Part H3 (Drainage and waste disposal - Rainwater drainage) of the building regulations is that the following options must be followed in priority order:
1) Discharge into a soak away or infiltration system.
2) Discharge to a water course.
3) Discharge to a sewer.
The solution in question has none of these and hence once the water butt is full, it will over flow and cause damp issues with the construction which it is adjacent to.
Clearly this is not an acceptable solution and one the builder should be addressing as per the architects plans (which describes discharge into a sewer).
Assuming the standard figure of 0.014 litres/second/m2 of rainfall intensity (taken from H3) and an approximate roof footprint of 12m2 (estimate) we could get 10 litres per minute of water discharged. This would fill a 210 litre water butt in 21 minutes and hence why the building regulations do not support such a rain water control solution.
So if anybody know about such things then any feedback would be appreciated!