In my part of the country the expansive clays never stop moving. Two years ago we had an extremely wet year after about 6 years of drought and any building on the expansive soils was moving. THe more site improvements, the less the movement, but they moved. There are some buildings built on limestone. For these buildings there is little movement even on a properly prepared pad of fill 5' thick.
For a building built 6 to 7 years ago on a properly prepared pad not located on expansive soils, I wouldn't expect significant movement if the fill was less than 5'. If you use the 1% settlement rule, that's about 5/8". Obviously, if there is a substantial amount of fill and for steep sloped fill sites, settlement will be more dramatic and may take longer to taper off.
If the building was built on a deep excavation (perhaps 25' or more), you may exhibit a rebound of the over-consolidate soils and that could take a very long time to stabilize. I have seen the soil at the bottom of parking garages constructed after removing large quantities of overburden "grow" for many years.