Determine the ULS bearing capacity for a rectangular footing $4$ by $7$ m in width buried to a depth of $0\mathrm{.}7$ m in a sandy silt till with a unit weight of $20\mathrm{.}6$ kN$/$m$3$ and an internal friction of $22$ degrees. Assume the water table is more than $4$ m below the base of the footing. Provide your answer in kPa as a whole number.