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(A) The maximum expected acceleration in rock. derived from the Maximum Credible Earthquake (MCE) as defined in CDMG Note Number 43 may be used instead of the MPE. (B) MCE and MPE acceleration shall be supported by data and analysis. (8) Seismic shaking parameters other than acceleration shall also be included in any assessment of dynamic slope stability. These parameters shall consist of but not be limited to earthquake magnitude, and duration. (9) Documentation of any peer-reviewed reduction factor for acceleration applied to attenuate the acceleration through the soil column or fill materials. (10) The dynamic stability if located in an area subject to liquefaction, poor foundation conditions, or seismic amplification shall include documentation of a peer-reviewed amplification factor for acceleration in loose saturated soils. (11) In lieu of achieving a factor of safety of 1. 5 under dynamic conditions, a more rigorous analytical method that provides a quantified estimate of the magnitude of movement may be employed. In this case, the report shall demonstrate that this amount of movement can be accommodated without jeopardizing the integrity of the final cover or the environmental control systems. NOTE: Authority cited: Section 40502 and 43020, Public Resource's Code, and 66796.22 (d) , Government Code. Reference: Sections 43021 and 44100 Public Resources Code, and 66796. 22 (d) Government Code. Section 17778. Final Drainage (a) A '-final drainage system shall be designed, cbnstructed graded, and maintained in accordance with Title 23, CCR, Subchapter 15, Section 2546(a) and approved by the local enforcement agency and the Board. I (b) The ' final drainage design shall be developed through .'an engineering analysis by a registered civil engineer. :' (c) To the extent feasible, based on site-specific factors, the drainage- system shall be constructed, pursuant to Section 17764 of this Article, as the site reaches final configuration. (d) The operator shall develop and implement quality control procedures to ensure that the final drainage system is constructed according to the approved final closure plan. (e) A drainage system shall include: (1) Design features to divert sheet runoff, laterally or the shortest distance, to a drainage channel and collection system including: (A) Run-off control system designed and constructed in accordance with Title 23, CCR, Subchapter 15, Section 2546 (c) ; (B) Run-off controls designed to function as diversionary structures to intercept and convey water to collection facilities; 111 7.8-21 (6/18/90)