NDAC 33.1-20-01.1-12
Waste treatment
Cite as N.D. Admin. Code ยง 33.1-20-01.1-12
The department may require the treatment of a solid waste which may have incompatible
characteristics with another solid waste prior to or during codisposal or which may produce a
constituent in the waste's laboratory extract or leachate that exceeds twenty percent of a toxicity
standard provided by section 33.1-24-02-14 or ten parts per million polychlorinated biphenols. The
department must consider factors such as the site hydrogeological characteristics, toxicity of the waste,
anticipated leachate quality, mobility of waste constituents, fate of leachate constituents during
migration, potential site capacity, or local uses of waters of the state.
1.
Treatment, when performed, must reduce:
a.
Toxicity of the waste;
b.
The mobility of constituents contained in or derived from the waste into leachate; or
c.
Both the toxicity and mobility.
2.
When treatment is required, the generator of the solid waste or the owner or operator of the
facility at which the waste would be treated must provide a demonstration of the treatment
technology for approval by the department.
3.
An owner or operator may propose and demonstrate treatment of solid waste so as to remove
or separate toxic materials or constituents from the waste prior to disposal. In evaluating the
demonstration, the department shall consider such factors as technical feasibility; the
proposed management of the removed or separated waste materials or constituents; the
physical, chemical, and biological processes affecting fate and transport; relative degree of
removal of the toxic materials or constituents; or the resulting characteristics of the waste or
leachate. If the treatment achieves leachate concentrations of constituents in or derived from
the remaining waste which are less than the standards of article 33.1-16, the department may
reduce or waive one or more of the criteria of this article which are enumerated in one or more
of the following subdivisions:
a.
The liner or hydraulic barrier.
b.
The leachate removal system.
c.
The site efficiency for collection or rejection of precipitation that falls on the landfill.
d.
The ground water monitoring plan and system.
e.
The plan of operation.
f.
The postclosure plan and postclosure period.
g.
Recordkeeping and reporting.