§ 66265.25. Seismic and Precipitation Design Standards.


Latest version.
  • (a) Except as provided by section 66265.192, facilities subject to this chapter and all cover systems and drainage control systems required by this chapter shall be designed to function without failure when subjected to capacity, hydrostatic and hydrodynamic loads resulting from a 24-hour probable maximum precipitation storm.
    (b) The following shall be designed, constructed and maintained to withstand the maximum credible earthquake without the level of public health and environmental protection afforded by the original design being decreased:
    (1) all surface impoundments, waste piles, landfills and land treatment facilities subject to this chapter; and
    (2) all covers and cover systems required by this chapter and all containment and control features which will remain after closure at permanent hazardous waste disposal areas.
HISTORY
1. New section filed 5-24-91; operative 7-1-91 (Register 91, No. 22).

Note

Note: Authority cited: Sections 208 and 25150, Health and Safety Code. Reference: Section 25150, Health and Safety Code.