Morning
Just excavated to reveal my sewer pipe with a view to tapping in to it for kitchen waste ie washing machine/dishwasher and sink.
Can I ask for tips on the most appropriate fittings/method for achieving this.
I was going to install a gully type fitting with trap?? Any advise on this would help. The sewer pipe is about 18" away from the wall where the waste pipes will emerge so would I use a Y piece on the sewer pipe with rubber sleeves and small length of pipe to bring nearer the wall and then a 90 degree bend with another small length of pipe connecting to a traptype gully???
The other thing is relating to brickwork. I am infilling a garage opening with brickwork and a window. I have started excavating the footing and have found that the house sits on 8" foundations yet I have been tipped off that I will need a 1M footing for the infill which will support just 15 courses of bricks and a window (existing lintel above will remain in place).
This depth seems excessive for such a light loading, any thoughts?
Obviously I will need to get BC involved once my notice goes in, just trying to get as much donkey work as possible done before submitting the notice.
One more thing, for the inner leaf of the infill would I need to use engineering bricks upto DPC level and then thermalights or can I use thermalights straight off the foundation?
Thanks in advance.
Just excavated to reveal my sewer pipe with a view to tapping in to it for kitchen waste ie washing machine/dishwasher and sink.
Can I ask for tips on the most appropriate fittings/method for achieving this.
I was going to install a gully type fitting with trap?? Any advise on this would help. The sewer pipe is about 18" away from the wall where the waste pipes will emerge so would I use a Y piece on the sewer pipe with rubber sleeves and small length of pipe to bring nearer the wall and then a 90 degree bend with another small length of pipe connecting to a traptype gully???
The other thing is relating to brickwork. I am infilling a garage opening with brickwork and a window. I have started excavating the footing and have found that the house sits on 8" foundations yet I have been tipped off that I will need a 1M footing for the infill which will support just 15 courses of bricks and a window (existing lintel above will remain in place).
This depth seems excessive for such a light loading, any thoughts?
Obviously I will need to get BC involved once my notice goes in, just trying to get as much donkey work as possible done before submitting the notice.
One more thing, for the inner leaf of the infill would I need to use engineering bricks upto DPC level and then thermalights or can I use thermalights straight off the foundation?
Thanks in advance.