A concrete area behind my house falls towards the rear facade, which is not ideal. Before I dug it up, the concrete was up to the weatherboards at one end, with most of the subfloor brick wall buried. The weatherboards had water damage/rot at one end.
So, I dug a trench along the base of the wall thinking I would install a grated trench, which would then connect to a SW pit, which would then connect to the council SW system.
I then changed tactics and went for an ag pipe (as shown), mainly because it seemed cheaper and easier.
After reading some more online, I am now having second thoughts. It seems that managing surface water at surface level is better than inviting the water to pool around my foundations. I don’t really know if groundwater is an issue or not, the soil is heavy clay.
I used a permeable landscape fabric to line the trench, which in retrospect might not have been a good idea, as it won’t keep water away from the house.
I am thinking I probably need to go back to the grated trench idea. I could keep gravel in the trench and concrete over the top, if it’s better to have gravel against the brick rather than clay…?
I’d appreciate any advice people can offer before I get myself into further trouble here. Thanks!