The OP and replies given were a bit different than I had anticipated from the subject - I was thinking about my work in the Calcutta floodplain - an area of 6 m of very very soft clay. Does yours have soft clay? If so, how will the 5 ft (1.5 m) of fill affect the subsurface soils? Will you induce large settlements? (I remember a case history in Sweden, I think, that indicated 1 m of settlement over the long term for 1 to 1.5 m of fill) Will the structure be able to withstand these settlements? Is the floor of the building acting as containment in case of a spill? Is the clay strong enough to support the fill without "end" failures (very likely yes as we were able to put on 4 m of fill for no failure with Su = 18 kPa). Just a few other points - other than regulations.