NDAC 33.1-20-08-01
Definitions
Cite as N.D. Admin. Code ยง 33.1-20-08-01
The terms used in this chapter have the same meaning as in North Dakota Century Code section
23.1-08-02 and section 33.1-20-01.1-03, except:
1.
"Active facility or active electric utilities or independent power producers" means any facility
subject to the requirements of this article that is in operation on October 19, 2015. An electric
utility or independent power producer is in operation if it is generating electricity that is
provided to electric power transmission systems or to electric power distribution systems on or
after October 19, 2015. An offsite disposal facility is in operation if it is accepting or managing
CCR on or after October 19, 2015.
2.
"Active life or in operation" means the period of operation beginning with the initial placement
of solid waste in the solid waste management unit and ending at completion of closure
activities in accordance with section 33.1-20-08-07.
3.
"Active portion" means that part of the solid waste management unit that has received or is
receiving solid waste and that has not completed closure in accordance with section
33.1-20-08-07.
4.
"CCR landfill" means an area of land or an excavation that receives CCR and which is not a
surface impoundment, an underground injection well, a salt dome formation, a salt bed
formation, an underground or surface coal mine, or a cave. For purposes of this article, a CCR
landfill also includes sand and gravel pits and quarries that receive CCR, CCR piles, and any
practice that does not meet the definition of a beneficial use of CCR.
5.
"CCR pile" means any noncontainerized accumulation of solid, nonflowing CCR that is placed
on the land. Coal combustion residuals that is beneficially used offsite is not a CCR pile.
6.
"CCR surface impoundment" means a natural topographic depression, manmade excavation,
or diked area, which is designed to hold an accumulation of CCR and liquids, and the unit
treats, stores, or disposes of CCR.
7.
"CCR surface impoundment height" means the vertical measurement from the downstream
toe of the CCR surface impoundment at its lowest point to the lowest elevation of the crest of
the CCR surface impoundment.
8.
"CCR unit" means a CCR landfill, CCR surface impoundment, or lateral expansion of a CCR
unit, or a combination of more than one of these units, based on the context of the paragraphs
in which it is used. This term includes both new and existing units, unless otherwise specified.
9.
"Existing CCR landfill" means a CCR landfill that receives CCR both before and after
October 19, 2015, or for which construction commenced prior to October 19, 2015, and
receives CCR on or after October 19, 2015. A CCR landfill has commenced construction if the
owner or operator has obtained the federal, state, and local approvals or permits necessary to
begin physical construction and a continuous onsite, physical construction program had begun
prior to October 19, 2015.
10.
"Existing CCR surface impoundment" means a CCR surface impoundment that receives CCR
both before and after October 19, 2015, or for which construction commenced prior to
October 19, 2015, and receives CCR on or after October 19, 2015. A CCR surface
impoundment has commenced construction if the owner or operator has obtained the federal,
state, and local approvals or permits necessary to begin physical construction and a
continuous onsite, physical construction program had begun prior to October 19, 2015.
11.
"Grading" means the placement of CCR only to the extent necessary to create sufficient
differences in elevation to support stormwater drainage.
12.
"Ground water" means water below the land surface in a zone of saturation as defined in
North Dakota Century Code section 23.1-08-04.
13.
"Hazard potential classification" means the possible adverse incremental consequences that
result from the release of water or stored contents due to failure of the diked CCR surface
impoundment or misoperation of the diked CCR surface impoundment or its appurtenances.
The hazardous potential classifications include high-hazard potential CCR surface
impoundment, low-hazard potential CCR surface impoundment, and significant-hazard
potential CCR surface impoundment, which terms mean:
a.
"High-hazard potential CCR surface impoundment" means a diked surface impoundment
where failure or misoperation will probably cause loss of human life.
b.
"Low-hazard potential CCR surface impoundment" means a diked surface impoundment
where failure or misoperation results in no probable loss of human life and low economic
or environmental losses, or both. Losses are principally limited to the surface
impoundment owner's property.
c.
"Significant-hazard potential CCR surface impoundment" means a diked surface
impoundment where failure or misoperation results in no probable loss of human life, but
can cause economic loss, environmental damage, disruption of lifeline facilities, or
impact other concerns.
14.
"Height" means the vertical measurement from the downstream toe of the CCR surface
impoundment at its lowest point to the lowest elevation of the crest of the CCR surface
impoundment.
15.
"Inactive CCR surface impoundment" means a CCR surface impoundment that no longer
receives CCR on or after October 19, 2015, and still contains both CCR and liquids on or after
October 19, 2015.
16.
"In operation" means the same as "active life".
17.
"Maximum horizontal acceleration in lithified earth material" means the maximum expected
horizontal acceleration at the ground surface as depicted on a seismic hazard map, with a
ninety-eight percent or greater probability that the acceleration will not be exceeded in fifty
years, or the maximum expected horizontal acceleration based on a site-specific seismic risk
assessment.
18.
"New CCR landfill" means a CCR landfill or lateral expansion of a CCR landfill that first
receives CCR or commences construction after October 19, 2015. A new CCR landfill has
commenced construction if the owner or operator has obtained the federal, state, and local
approvals or permits necessary to begin physical construction and a continuous onsite,
physical construction program had begun after October 19, 2015. Overfills also are
considered new CCR landfills.
19.
"New CCR surface impoundment" means a CCR surface impoundment or lateral expansion of
an existing or new CCR surface impoundment that first receives CCR or commences
construction after October 19, 2015. A new CCR surface impoundment has commenced
construction if the owner or operator has obtained the federal, state, and local approvals or
permits necessary to begin physical construction and a continuous onsite, physical
construction program had begun after October 19, 2015.
20.
"Overfill" means a new CCR landfill constructed over a closed CCR surface impoundment.
21.
"Pertinent surrounding areas" means all areas of the CCR surface impoundment or
immediately surrounding the CCR surface impoundment that have the potential to affect the
structural stability and condition of the CCR surface impoundment, including the toe of the
downstream slope, the crest of the embankment, abutments, and unlined spillways.
22.
"Poor foundation conditions" mean those areas where features exist which indicate that a
natural or human-induced event may result in inadequate foundation support for the structural
components of an existing or new CCR unit. For example, failure to maintain static and
seismic factors of safety as required in subsection 3 of section 33.1-20-08-04 would cause a
poor foundation condition.
23.
"Qualified person" means a person or persons trained to recognize specific appearances of
structural weakness and other conditions that are disrupting or have the potential to disrupt
the operation or safety of the CCR unit by visual observation and, if applicable, to monitor
instrumentation.
24.
"Retrofit" means to remove all CCR and contaminated soils and sediments from the CCR
surface impoundment, and to ensure the unit complies with the requirements in subsection 2
of section 33.1-20-08-04.
25.
"Seismic factor of safety" means the factor of safety (safety factor) determined using analysis
under earthquake conditions using the peak ground acceleration for a seismic event with a
two percent probability of exceedance in fifty years, equivalent to a return period of
approximately two thousand five hundred years, based on the United States geological survey
seismic hazard maps for seismic events with this return period for the region where the CCR
surface impoundment is located.
26.
"Seismic impact zone" means an area having a two percent or greater probability that the
maximum expected horizontal acceleration, expressed as a percentage of the earth's
gravitational pull (g), will exceed 0.10 g in fifty years.
27.
"Slope protection" means measures installed on the slopes or pertinent surrounding areas of
the CCR unit that protect the slope against wave action, erosion, or adverse effects of rapid
drawdown. Slope protection includes grassy vegetation and engineered slope protection
measures.