Utah Admin. Code R315-319-72 - Liner Design Criteria for New CCR Surface Impoundments and Any Lateral Expansion of a CCR Surface Impoundment
(a) New
CCR surface impoundments and lateral expansions of existing and new CCR surface
impoundments shall be designed, constructed, operated, and maintained with
either a composite liner or an alternative composite liner that meets the
requirements of Subsection R315-319-70(b) or (c).
(b) Any liner specified in Section
R315-319-72 shall be installed to cover all surrounding earth likely to be in
contact with CCR. Dikes shall not be constructed on top of the composite
liner.
(c) Prior to construction of
the CCR surface impoundment or any lateral expansion of a CCR surface
impoundment, the owner or operator shall obtain certification from a qualified
professional engineer that the design of the composite liner or, if applicable,
the design of an alternative composite liner complies with the requirements of
Section R315-319-72.
(d) Upon
completion, the owner or operator shall obtain certification from a qualified
professional engineer that the composite liner or if applicable, the
alternative composite liner has been constructed in accordance with the
requirements of Section R315-319-72.
(e) The owner or operator of the CCR unit
shall comply with the recordkeeping requirements specified in Subsection
R315-319-105(f), the notification requirements specified in Subsection
R315-319-106(f), and the Internet requirements specified in Subsection
R315-319-107(f).
Notes
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