Looking for guidance please as I believe I have some challenges in considering the following (please see image) -
1) SVP to rise (vertical arrow) from the basement invert, internally through the ground and first floors into the attic, terminated with an air admittance valve. First floor will branch to family bathroom; toilet, bath, shower and basin. Attic floor will branch to toilet, shower and basin.
2) SVP to branch (horizontal arrow) within the basement floor, 100mm above the finished floor (with appropriate fall) to serve kitchen sink (2m) and small enclosed WC (3.5m).
Current Issues:
1.A) Radius of the bend at the base of the main stack - The bend shown in the image is not appropriate as it is less than 200mm radius at the base of what would be the SVP.
2.A) Ignoring the second bend (temporary). The 110 branch would be within 450mm of the invert of the SVP base bend and as such would not be appropriate.
3.A) Where the 110 soil pipe passes through the 9" solid wall, the cavity surrounding the pipe needs to be filled with compressible sealant. What is a compressible sealant?
Doing anything with the main stack to make it serve any appliance in the basement is not viable?
Options:
1.AA) Provide a slower bend at the base of the SVP.
2.AA) Create a new stub stack, entering the building at the same level of the SVP base. Running from external foul drain to the WC, incorporating a ventilated stub stack. This would serve the basement kitchen sink, Basement WC's basin and WC's toilet, as the toilet is not higher that 1.3m above the drain invert.
I cannot conjoin the new stub stack to the main stack? It will need to connect directly to the foul drain?
The foul drain serving the an additional stub stack could possibly (low) be subject to surcharging, combined with the sanitary appliance in the basement WC, the addition of an anti-flooding (one-way) valve on the pipe to the stub stack and toilet would be appropriate?
Or have I grossly misinterpreted approved document H. Looking for some smart ideas here or means of simplifying the options above so that I do not have to run an additional 110 to the exterior foul drain to serve the Basement WC.