Actually, the opposite is true: the action is never just a functional of the field components alone. It is also a functional on the coordinate differentials (and maybe also the coordinates)! Remember: $S = \int \left(x,φ,∂φ,∂^2φ,…\right) \color{red}{d^nx}$, emphasis added to make it clear. So, in general, the action can be expressed as a functional of the form $S = \int L\left(x,dx,φ,∂φ,∂^2φ,…\right)$, where the integrand $n$-form $L = d^nx$ is written with its functional dependence on $x$ and $dx$, as well as $φ$ and its derivatives made explicit.
The variational produces the following terms:
$$δS = \int δL = \int \left(δx^μ K_μ + δ\left(dx^μ\right) ∧ T_μ + …\right),$$
and, in explicit terms, the variational on $d^nx$ is:
$$δ\left(d^nx\right) = δ\left(dx^μ\right) ∧ ι_μ d^nx = ∂_μ\left(δx^μ\right) d^nx,$$
where $ι_μ = ι_{∂_μ}$ is the contraction operator for $∂_μ$.
One of the Euler-Lagrange equations will always be:
$$dT_μ + K_μ = 0,$$
where $K_μ$ is an $n$-form and $T_μ$ an $(n-1)$-form. If there's no dependence on the coordinates, themselves, then this just becomes $dT_μ = 0$ - the continuity equation for the stress tensor!
You don't normally see it, when you restrict attention to coordinate-independent field variationals, and variationals that keep the coordinates fixed, but it is part of the actual theorems posed by Noether, which covers both the case of coordinate-independent variationals (Theorem I) and the case of coordinate-dependent variationals (Theorem II); and covers primarily the case where coordinates may have non-zero variationals, though it introduces the "internal" variationals $\bar{δ}$ for coordinate-fixed variationals on field components, in passing.
But even for the case of one independent variable $\left(x^μ\right) = \left(x^0\right) = (t)$, $n = 1$ - mechanics - you still have to deal with the coordinate variational $δt$ - and by extension $δ(dt)$ - to properly handle the cases of symmetries under time translations and boosts.