Just started digging my foundations and I'm down to solid slate at around 600mm below ground level. At the low point in the slate there is a small trickle of water running across. I was going to trench fill, is this still possible, or is it going to get expensive?
Can this be resolved with a Building Inspector who know's what he'd doing, or do I need a design from a Structural Engineer?
Is there a possibility I can pour on to the slate, linteling over the low spot to allow the water a passage?
Happy to pay for the SE, just trying to get an idea of how difficult this is going to be. Thanks.
Can this be resolved with a Building Inspector who know's what he'd doing, or do I need a design from a Structural Engineer?
Is there a possibility I can pour on to the slate, linteling over the low spot to allow the water a passage?
Happy to pay for the SE, just trying to get an idea of how difficult this is going to be. Thanks.
