If I had dug a new sewer run, I'd use 100mm of pea gravel underneath the pipe and cover it with the pea gravel before back filling......
But, whilst in the process of my building, I had to remove a brick inspection chamber that was in the way of the new foundations leaving me with a crater instead of a nice neat trench. The sewer run is now temporarily supported on bricks whilst I sort other bits and bobs out but soon will have to be backfilled. But how? There is a gap of around 30cm below the pipe and no real sides to the crater. I think I could bung a whole bulk bag of pea gravel in there.
What do you suggest? I have the spoil heap of soil still but could do without settlement knocking my gradient off over time.
But, whilst in the process of my building, I had to remove a brick inspection chamber that was in the way of the new foundations leaving me with a crater instead of a nice neat trench. The sewer run is now temporarily supported on bricks whilst I sort other bits and bobs out but soon will have to be backfilled. But how? There is a gap of around 30cm below the pipe and no real sides to the crater. I think I could bung a whole bulk bag of pea gravel in there.
What do you suggest? I have the spoil heap of soil still but could do without settlement knocking my gradient off over time.