Sad Civil Engineering hat ON
This is why the mesh should sit closer to the bottom
Steel reinforcement is used to A: structurally reinforce & B: to prevent early age thermal cracking.
Your mesh should probably go in the top to stop the cracking when the concrete sets. (or you could slow the concrete setting process down, admixture, PFA etc)
This is purely an aesthetic thing, doesn't really matter if it cracks on the underside face
Unless of course your slab isn't going to be ground bearing.
BS8110 says minimum of 0.13% steel reinforcement to prevent early age thermal cracking, this equates to using A393 mesh in both faces of a 300mm thick slab. (A393 mesh = 10mm cross section bars at 200mm centres)
Sad Civil Engineering Hat OFF
Just chuck some rubble in there and cover it in 6 inches of concrete, it'll be fine.