I have just had a new inspection chamber installed along with a new soil pipe ran to the house, which involved digging a trench about 600mm deep. The new plastic soil pipe was bedded in gravel and then backfilled with the excavated sub-soil (clay/stone),
I now need to dig some footings for a short retaining wall (about 300mm high) for a raised patio. Unfortunately where the footings will run is directly over the trench that was dug. I was planning to dig 300mm deep and put in 150mm concrete footings.
Given the ground will not be as compacted as it was before, any thoughts on how to deal with this? Was thinking either:
Go over ground with whacker before digging?
Compact base of trench after digging?
Put Type 1 and compact in base of trench before laying concrete?
Put down more than 150mm concrete?
Put rebar in the concrete footings?
Or all of the above?
It is only a small retaining wall for a patio so probably not a big deal, but still want to minimise the chance of any settling of the footing if I can.
Thanks

I now need to dig some footings for a short retaining wall (about 300mm high) for a raised patio. Unfortunately where the footings will run is directly over the trench that was dug. I was planning to dig 300mm deep and put in 150mm concrete footings.
Given the ground will not be as compacted as it was before, any thoughts on how to deal with this? Was thinking either:
Go over ground with whacker before digging?
Compact base of trench after digging?
Put Type 1 and compact in base of trench before laying concrete?
Put down more than 150mm concrete?
Put rebar in the concrete footings?
Or all of the above?
It is only a small retaining wall for a patio so probably not a big deal, but still want to minimise the chance of any settling of the footing if I can.
Thanks
