>>> Can you give me an example of a āreally good planā ? My main concern is lateral hydrostatic loads, and how to prevent them.
Suggest you get an SE to do a quick check/calc. Main variables are the max ground water level, tank geometry, pipe invert levels. If you vow never to empty the tank in winter when the ground water is high and your tank doesnāt need to be buried too deep for invert levels purposes (thus having a buoyant void below the ground water level) then a smallish amount of stone / concrete will work fine. Archimedes principal - you can do the calcs yourself if you are confident. Then thereās a bit of understanding about how the dirt / stone / concrete loads down the tank. Thatās it. The loads are in the multiple tons though so best not to guess.
A couple of people here, me included, used stakes and concrete below the tank to provide holding down load too.
Iāve found that 300mm perf twinwall down to the bottom level of the tank and next to it and sitting in shingle will hold a submersible pump and that works well for temporary dewatering. Alos allows you to easily monitor the ground water level.