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No need for a second engineer's report in this case. One bad report is good enough.

You've got 6" of fall from front to rear and 1 1/2" on the other side. No mention of differential settlement (across the width of the slab). I'm waiting for the crack. If the slab hasn't settled uniformly, there will be built up stresses that will cause the slab to crack, walls, ceilings and...