Im doing a job, groundworkers have started to pull the footing.
Right on the front corner of the orangery, they've uncovered a capped off well.
The building inspector is visiting in the morning, I suppose he is going to say 'engineered solution'.
What is a common way to deal with it? Is there going to need to be a pad outside the footing line and a steel spanning? Do I need to fill it in?
Right on the front corner of the orangery, they've uncovered a capped off well.
The building inspector is visiting in the morning, I suppose he is going to say 'engineered solution'.
What is a common way to deal with it? Is there going to need to be a pad outside the footing line and a steel spanning? Do I need to fill it in?