; and (B) clearly demonstrates that the physical damage to the foundation of, or structural damage to, a structure described in paragraph (1) was caused directly by earth movement that was not caused by— (i) the horizontal pressure from standing or slow-moving floodwater (commonly known as hydrostatic pressure ); (ii) the force of floodwater that causes the vertical uplift from the underside of a horizontal foundation component, such as a concrete slab, footer, or a structural floor assembly (commonly known as buoyancy ); (iii) pressure imposed on an object, such as a wall of a building, by high-velocity floodwater or waves flowing against and around the building (commonly known as hydrodynamic force ); (iv) floodwater moving along the surface of the ground causing soil to suddenly erode or undermine, resulting in failure of a foundation or to one of the structural components of the foundation (commonly known as scouring ); or (v) earth movement otherwise caused by flood. (3) In general The Administrator shall issue minimum standards— (A) regarding the form and content of engineering reports used to assist insurance claims adjusters with respect to carrying out this subsection; and (B) which shall— (i) include a requirement that any such engineering report shall be signed and have a seal affixed by an engineer who is licensed in the State in which the property to which the claim relates is located; and (ii) be consistent with generally accepted practices in— (I) the field of forensic engineering