Fla. Admin. Code Ann. R. 62-672.870 - Emergency Measures
(1) Temporary use of
the design freeboard. For purposes of this rule, the design freeboard shall
mean the vertical distance from the water surface, when water levels are at the
maximum design level, to the lowest elevation of the top of the surrounding
dike.
(a) Temporary use of the design
freeboard of a perimeter earthen dike or a gypsum dike is authorized when the
water level is at the design freeboard and when such use is necessary to
prevent the release of untreated process water. Such use of the freeboard shall
only be allowed when a third-party engineer has approved such use and when
documentation demonstrating the continued safety and stability of the dike is
submitted to the department. Such documentation shall include a listing of any
operational limitations or constraints recommended by the third-party engineer
as set forth in this section together with confirmation that the owner will
comply with such recommendations. The third-party engineer shall base their
recommendations on:
1. An inspection of the
facility,
2. Dike design and
construction information,
3.
Results of seepage and stability analyses (including monitoring of seepage
pressures within the dike if such monitoring is deemed necessary); and,
4. Wind surge and wave run-up
analyses.
(b) The report
by the third-party engineer shall specify conditions under which such use may
be undertaken so as not to jeopardize the integrity of the dike, such as:
1. Acceptable wind speeds in forecast,
2. Increased inspection
frequencies; and,
3. Weekly
monitoring of piezometric levels within the mass of the dike, if and as
needed.
(c) The
third-party engineer shall reevaluate the facility each time such action is
proposed by the owner. The department shall be informed of the proposed use and
the engineer's recommendations prior to or within 24 hours of each such
occurrence.
(2) If the
perimeter earthen dike of the phosphogypsum stack system is an above-grade
earthen dike, the system may incorporate an emergency spillway to allow for the
controlled release of process water during emergencies and avoid overtopping of
the perimeter earthen dike. The spillway shall be located so as to minimize the
environmental impact of any release to the extent practicable. This provision
shall not be deemed to authorize a discharge from the spillway and shall not be
construed to limit the department's exercise of its enforcement discretion in
the event that such discharge causes or contributes to a violation of
applicable department rules.
(3)
Notwithstanding any provision of Chapter 62-673, F.A.C., the department is
authorized to allow the temporary use of an emergency diversion impoundments
(EDI) to receive and store discharges of process water through a spillway
authorized by subsection
62-672.870(2),
F.A.C., or by pumping where necessary to avoid or reduce the unpermitted
discharge of process water to surface waters of the state. Following any such
discharge, the owner of the system shall submit a plan within 30 days to the
department and initiate all steps reasonably necessary to remove the process
water from the emergency diversion impoundment as expeditiously as practicable
but not to exceed 120 days following such discharge, or to otherwise mitigate
the discharge to prevent violations of applicable department rules. Any
department approval under this section or any other department approval of
measures designed to mitigate impacts of emergency discharges of process water
shall not be construed to limit the department's exercise of its enforcement
discretion in the event that such measures cause or contribute to a violation
of applicable department rules.
Notes
Rulemaking Authority 403.4155 FS. Law Implemented 403.4155 FS.
New 6-28-99, Amended 7-19-06.
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