North Dakota Administrative Code
Title 33.1 - Department of Environmental Quality
Article 33.1-20 - Solid Waste Management and Land Protection
Chapter 33.1-20-08 - Disposal of Coal Combustion Residuals in Landfills and Surface Impoundments
Section 33.1-20-08-06 - Ground water monitoring and corrective action
Universal Citation: ND Admin Code ยง 33.1-20-08-06
Current through Supplement No. 394, October, 2024
1. Applicability.
a. Existing CCR landfills, CCR
surface impoundments, and lateral expansions of CCR units are subject to the
ground water monitoring and corrective action requirements of this
section.
b. Initial time frames.
(1) Existing CCR landfills and existing CCR
surface impoundments. The owner or operator of the CCR unit shall include with
the permit, a ground water monitoring plan showing compliance with the
following ground water monitoring requirements:
(a) Install the ground water monitoring
system as required by subsection 2;
(b) Develop the ground water sampling and
analysis program to include selection of the statistical procedures to be used
for evaluating ground water monitoring data as required by subsection
3;
(c) Initiate the detection
monitoring program to include obtaining a minimum of eight independent samples
for each background and downgradient well as required by subsection 4;
and
(d) Begin evaluating the ground
water monitoring data for statistically significant increases over background
levels for the constituents listed in appendix I of this chapter as required by
subsection 4.
(2) New
CCR landfills, new CCR surface impoundments, and all lateral expansions of CCR
units. The owner or operator shall include a ground water monitoring plan with
the application for a new permit or permit modification to show compliance with
the ground water monitoring requirements specified in subparagraphs a and b of
paragraph 1 prior to initial receipt of CCR by the CCR unit. In addition, the
owner or operator of the CCR unit shall initiate the detection monitoring
program to include obtaining a minimum of eight independent samples for each
background well as required by subsection 4.
c. Once a ground water monitoring system and
ground water monitoring program have been established at the CCR unit as
required by this section, the owner or operator shall conduct ground water
monitoring and, if necessary, corrective action throughout the active life and
postclosure care period of the CCR unit.
d. In the event of a release from a CCR unit,
the owner or operator immediately shall take all necessary measures to control
the source of the release so as to reduce or eliminate, to the maximum extent
feasible, further releases of contaminants into the environment. The owner or
operator of the CCR unit shall comply with all applicable requirements in
subsections 6 through 8.
e. Annual
ground water monitoring and corrective action report. For existing CCR
landfills and existing CCR surface impoundments, no later than January
thirty-first of the year following July 1, 2020, and January thirty-first of
each year thereafter, the owner or operator shall prepare an annual ground
water monitoring and corrective action report. For new CCR landfills, new CCR
surface impoundments, and all lateral expansions of CCR units, the owner or
operator shall prepare the initial annual ground water monitoring and
corrective action report no later than January thirty-first of the year
following the calendar year a ground water monitoring system has been
established, and January thirty-first of each year thereafter. For the
preceding calendar year, the annual report must document the status of the
ground water monitoring and corrective action program for the CCR unit,
summarize key actions completed, describe any problems encountered, discuss
actions to resolve the problems, and project key activities for the upcoming
year. For purposes of this section, the owner or operator has prepared the
annual report if the report is placed in the facility's operating record. The
annual report must be submitted to the department for approval and placed on
the facility's publicly accessible internet site by March first of each year.
At a minimum, the annual ground water monitoring and corrective action report
must contain the following information, to the extent available:
(1) A map, aerial image, or diagram showing
the CCR unit and all background (or upgradient) and downgradient monitoring
wells, to include the well identification numbers, that are part of the ground
water monitoring program for the CCR unit;
(2) Identification of any monitoring wells
that were installed or decommissioned during the preceding year, along with a
narrative description of why those actions were taken;
(3) In addition to all the monitoring data
obtained under this section, a summary including the number of ground water
samples that were collected for analysis for each background and downgradient
well, the dates the samples were collected, and whether the sample was required
by the detection monitoring or assessment monitoring programs;
(4) A narrative discussion of any transition
between monitoring programs (e.g., the date and circumstances for transitioning
from detection monitoring to assessment monitoring in addition to identifying
the constituents detected at a statistically significant increase over
background levels); and
(5) Other
information required to be included in the annual report as specified in this
section.
(6) A section at the
beginning of the annual report that provides an overview of the current status
of ground water monitoring and corrective action programs for the CCR unit. At
a minimum, the summary must specify all of the following:
(a) At the start of the current annual
reporting period, whether the CCR unit was operating under the detection
monitoring program in subsection 4 or the assessment monitoring program in
subsection 5;
(b) At the end of the
current annual reporting period, whether the CCR unit was operating under the
detection monitoring program in subsection 4 or the assessment monitoring
program in subsection 5;
(c) If it
was determined that there was a statistically significant increase over
background for one or more constituents listed in appendix I to this chapter
pursuant to subdivision e of subsection 4:
[1]
Identify those constituents listed in appendix I to this chapter and the names
of the monitoring wells associated with such an increase; and
[2] Provide the date when the assessment
monitoring program was initiated for the CCR unit.
(d) If it was determined that there was a
statistically significant level above the ground water protection standard for
one or more constituents listed in appendix II to this chapter pursuant to
subdivision g of subsection 5 include all of the following:
[1] Identify the constituents listed in
appendix II to this chapter and the names of the monitoring wells associated
with such an increase;
[2] Provide
the date when the assessment of corrective measures was initiated for the CCR
unit;
[3] Provide the date when the
public meeting was held for the assessment of corrective measures for the CCR
unit; and
[4] Provide the date when
the assessment of corrective measures was completed for the CCR unit.
(e) Whether a remedy was selected
pursuant to subsection 7 during the current annual reporting period, and if so,
the date of remedy selection; and
(f) Whether remedial activities were
initiated or are ongoing pursuant to subsection 8 during the current annual
reporting period.
2. Ground water monitoring systems.
a. Performance standard. The owner or
operator of a CCR unit shall install a ground water monitoring system that
consists of a sufficient number of wells, installed at appropriate locations
and depths, to yield ground water samples from the uppermost aquifer that:
(1) Accurately represent the quality of
background ground water that has not been affected by leakage from a CCR unit.
A determination of background quality may include sampling of wells that are
not hydraulically upgradient of the CCR management area where:
(a) Hydrogeologic conditions do not allow the
owner or operator of the CCR unit to determine what wells are hydraulically
upgradient; or
(b) Sampling at
other wells will provide an indication of background ground water quality that
is as representative or more representative than that provided by the
upgradient wells; and
(2) Accurately represent the quality of
ground water passing the waste boundary of the CCR unit. The downgradient
monitoring system must be installed at the waste boundary that ensures
detection of ground water contamination in the uppermost aquifer. All potential
contaminant pathways must be monitored.
b. The number, spacing, and depths of
monitoring systems shall be determined based upon site-specific technical
information that must include thorough characterization of:
(1) Aquifer thickness, ground water flow
rate, ground water flow direction including seasonal and temporal fluctuations
in ground water flow; and
(2)
Saturated and unsaturated geologic units and fill materials overlying the
uppermost aquifer, materials comprising the uppermost aquifer, and materials
comprising the confining unit defining the lower boundary of the uppermost
aquifer, including thicknesses, stratigraphy, lithology, hydraulic
conductivities, porosities, and effective porosities.
c. The ground water monitoring system must
include the minimum number of monitoring wells necessary to meet the
performance standards specified in subdivision a, based on the site-specific
information specified in subdivision b. The ground water monitoring system must
contain:
(1) A minimum of one upgradient and
three downgradient monitoring wells; and
(2) Additional monitoring wells as necessary
to accurately represent the quality of background ground water that has not
been affected by leakage from the CCR unit and the quality of ground water
passing the waste boundary of the CCR unit.
d. The owner or operator of multiple CCR
units may install a multiunit ground water monitoring system instead of
separate ground water monitoring systems for each CCR unit. The multiunit
ground water monitoring system must be equally as capable of detecting
monitored constituents at the waste boundary of the CCR unit as the individual
ground water monitoring system for each CCR unit based on the following
factors:
(1) Number, spacing, and orientation
of each CCR unit;
(2) Hydrogeologic
setting;
(3) Site history;
and
(4) Engineering design of the
CCR unit.
e. Monitoring
wells must be cased in a manner that maintains the integrity of the monitoring
well borehole. This casing must be screened or perforated and packed with
gravel or sand, where necessary, to enable collection of ground water samples.
The annular space (i.e., the space between the borehole and well casing) above
the sampling depth must be sealed to prevent contamination of samples and the
ground water.
(1) The owner or operator of the
CCR unit shall document and include in the ground water monitoring plan and the
operating record the design, installation, development, and decommissioning of
any monitoring wells; piezometers; and other measurement, sampling, and
analytical devices.
(2) The
monitoring wells; piezometers; and other measurement, sampling, and analytical
devices must be operated and maintained so that they perform to the design
specifications throughout the life of the monitoring program.
f. The owner or operator shall
provide documentation in the ground water monitoring plan that the ground water
monitoring system has been designed and constructed to meet the requirements of
this section. If the ground water monitoring system includes the minimum number
of monitoring wells specified in this subsection, the ground water monitoring
plan must document the basis for supporting this determination. Any proposed
changes to the ground water monitoring plan must be submitted to, and approved
by, the department.
3. Ground water sampling and analysis requirements.
a. The ground water monitoring program must
include consistent sampling and analysis procedures that are designed to ensure
monitoring results that provide an accurate representation of ground water
quality at the background and downgradient wells. The owner or operator of the
CCR unit must develop a sampling and analysis program that includes procedures
and techniques for:
(1) Sample
collection;
(2) Sample preservation
and shipment;
(3) Analytical
procedures;
(4) Chain of custody
control; and
(5) Quality assurance
and quality control.
b.
The ground water monitoring program must include sampling and analytical
methods that are appropriate for ground water sampling and that accurately
measure hazardous constituents and other monitoring parameters in ground water
samples. For purposes of this section, the term constituent refers to both
hazardous constituents and other monitoring parameters listed in either
appendix I or II of this chapter.
c. Ground water elevations must be measured
in each well immediately prior to purging, each time ground water is sampled.
The owner or operator of the CCR unit shall determine the rate and direction of
ground water flow each time ground water is sampled. Ground water elevations in
wells which monitor the same CCR management area must be measured within a
period of time short enough to avoid temporal variations in ground water flow
which could preclude accurate determination of ground water flow rate and
direction.
d. The owner or operator
of the CCR unit shall establish background ground water quality in
hydraulically upgradient or background wells for each of the constituents
required in the particular ground water monitoring program that applies to the
CCR unit as determined under subsections 4 or 5. Background ground water
quality may be established at wells that are not located hydraulically
upgradient from the CCR unit if it meets the requirements of paragraph 1 of
subdivision a of subsection 2.
e.
The number of samples collected when conducting detection monitoring and
assessment monitoring, for both downgradient and background wells, must be
consistent with the statistical procedures chosen under subdivision f and the
performance standards under subdivision g of this subsection. The sampling
procedures must be those specified under subsection 4 for detection monitoring,
subsection 5 for assessment monitoring, and subsection 6 for corrective action
monitoring.
f. The owner or
operator of the CCR unit shall select one of the statistical methods specified
in paragraphs 1 through 5 to be used in evaluating ground water monitoring data
for each specified constituent. The statistical test chosen must be conducted
separately for each constituent in each monitoring well.
(1) A parametric analysis of variance
followed by multiple comparison procedures to identify statistically
significant evidence of contamination. The method must include estimation and
testing of the contrasts between each compliance well's mean and the background
mean levels for each constituent.
(2) An analysis of variance based on ranks
followed by multiple comparison procedures to identify statistically
significant evidence of contamination. The method must include estimation and
testing of the contrasts between each compliance well's median and the
background median levels for each constituent.
(3) A tolerance or prediction interval
procedure, in which an interval for each constituent is established from the
distribution of the background data and the level of each constituent in each
compliance well is compared to the upper tolerance or prediction
limit.
(4) A control chart approach
that gives control limits for each constituent.
(5) Another statistical test method that
meets the performance standards of subdivision g.
(6) The owner or operator of the CCR unit
shall include documentation in the ground water monitoring plan showing that
the selected statistical method is appropriate for evaluating the ground water
monitoring data for the CCR management area. The documentation must include a
narrative description of the statistical method selected to evaluate the ground
water monitoring data.
g. Any statistical method chosen must comply
with the following performance standards, as appropriate, based on the
statistical test method used:
(1) The
statistical method used to evaluate ground water monitoring data must be
appropriate for the distribution of constituents. Normal distributions of data
values m use parametric methods. Nonnormal distributions must use nonparametric
methods. If the distribution of the constituents is shown by the owner or
operator of the CCR unit to be inappropriate for a normal theory test, then the
data must be transformed or a distribution-free (nonparametric) theory test
must be used. If the distributions for the constituents differ, more than one
statistical method may be needed.
(2) If an individual well comparison
procedure is used to compare an individual compliance well constituent
concentration with background constituent concentrations or a ground water
protection standard, the test must be done at a type I error level no less than
0.01 for each testing period. If a multiple comparison procedure is used, the
type I experiment wise error rate for each testing period must be no less than
0.05; however, the type I error of no less than 0.01 for individual well
comparisons must be maintained. This performance standard does not apply to
tolerance intervals, prediction intervals, or control charts.
(3) If a control chart approach is used to
evaluate ground water monitoring data, the specific type of control chart and
its associated parameter values must be such that this approach is at least as
effective as any other approach in this section for evaluating ground water
data. The parameter values must be determined after considering the number of
samples in the background database, the data distribution, and the range of the
concentration values for each constituent of concern.
(4) If a tolerance interval or a predictional
interval is used to evaluate ground water monitoring data, the levels of
confidence and, for tolerance intervals, the percentage of the population that
the interval must contain, must be such that this approach is at least as
effective as any other approach in this section for evaluating ground water
data. These parameters must be determined after considering the number of
samples in the background database, the data distribution, and the range of the
concentration values for each constituent of concern.
(5) The statistical method must account for
data below the limit of detection with one or more statistical procedures that
shall be at least as effective as any other approach in this section for
evaluating ground water data. Any practical quantization limit that is used in
the statistical method must be the lowest concentration level that can be
reliably achieved within specified limits of precision and accuracy during
routine laboratory operating conditions that are available to the
facility.
(6) If necessary, the
statistical method must include procedures to control or correct for seasonal
and spatial variability as well as temporal correlation in the data.
h. The owner or operator of the
CCR unit shall determine if there is a statistically significant increase over
background values for each constituent required in the particular ground water
monitoring program that applies to the CCR unit.
(1) In determining whether a statistically
significant increase has occurred, the owner or operator shall compare the
ground water quality of each constituent at each downgradient monitoring well
to the background value of that constituent, according to the statistical
procedures and performance standards specified under subdivisions f and
g.
(2) Within ninety days after
completing sampling and analysis, the owner or operator shall determine whether
there has been a statistically significant increase over background for any
constituent at each monitoring well.
i. The owner or operator shall measure "total
recoverable metals" concentrations in measuring ground water quality.
Measurement of total recoverable metals captures both the particulate fraction
and dissolved fraction of metals in natural waters. Ground water samples may
not be field-filtered prior to analysis.
4. Detection monitoring program.
a. The owner or operator of a CCR unit shall
conduct detection monitoring at all ground water monitoring wells consistent
with this subsection. At a minimum, a detection monitoring program must include
ground water monitoring for all constituents listed in appendix I to this
chapter.
b. Except as provided in
subdivision d, the monitoring frequency for the constituents listed in appendix
I to this chapter must be at least semiannual during the active life of the CCR
unit and the postclosure period. For existing CCR landfills and existing CCR
surface impoundments, a minimum of eight independent samples from each
background and downgradient well must be collected and analyzed for the
constituents listed in appendices I and II to this chapter no later than six
months after July 1, 2020. For new CCR landfills, new CCR surface impoundments,
and all lateral expansions of CCR units, a minimum of eight independent samples
for each background well must be collected and analyzed for the constituents
listed in appendices I and II to this chapter during the first six months of
sampling, if not already completed.
c. The number of samples collected and
analyzed for each background well and downgradient well during subsequent
semiannual sampling events must be consistent with subdivision e of subsection
3 and must account for any unique characteristics of the site, but must be at
least one sample from each background and downgradient well.
d. The owner or operator of a CCR unit may
demonstrate the need for an alternative monitoring frequency for repeated
sampling and analysis for constituents listed in appendix I to this chapter
during the active life and the postclosure care period based on the
availability of ground water. If there is not adequate ground water flow to
sample wells semiannually, the alternative frequency must be no less than
annual. The need to vary monitoring frequency shall be evaluated on a
site-specific basis and approved by the department.
(1) The demonstration must be supported by
information documenting that the need for less frequent sampling. The
alternative frequency must be based on consideration of the following factors:
(a) Lithology of the aquifer and unsaturated
zone;
(b) Hydraulic conductivity of
the aquifer and unsaturated zone; and
(c) Ground water flow rates.
(2) The demonstration must be
supported by information documenting that the alternative frequency will be no
less effective in ensuring that any leakage from the CCR unit will be
discovered within a time frame that will not materially delay establishment of
an assessment monitoring program.
(3) The owner or operator must obtain
approval by the department for an alternative ground water sampling and
analysis frequency. The owner or operator shall include the demonstration
providing the basis for the alternative monitoring frequency in the annual
ground water monitoring and corrective action report required by this
section.
e. If the owner
or operator of the CCR unit determines there is a statistically significant
increase over background levels for one or more of the constituents listed in
appendix I to this chapter at any monitoring well at the waste boundary the
owner or operator shall:
(1) Except as
provided for in paragraph 2, within ninety days of detecting a statistically
significant increase over background levels for any constituent, notify the
department and establish an assessment monitoring program meeting the
requirements of subsection 5.
(2)
The owner or operator may demonstrate that a source other than the CCR unit
caused the statistically significant increase over background levels for a
constituent or that the statistically significant increase resulted from error
in sampling, analysis, statistical evaluation, or natural variation in ground
water quality. The owner or operator shall complete the written demonstration
within ninety days of detecting a statistically significant increase over
background levels. If a successful demonstration is completed within the
ninety-day period, the owner or operator of the CCR unit shall continue with a
detection monitoring program under this section, with approval by the
department. If a successful demonstration is not completed within the
ninety-day period, the owner or operator of the CCR unit shall initiate an
assessment monitoring program as required under subsection 5. The owner or
operator also shall include the demonstration in the annual ground water
monitoring and corrective action report.
(3) The owner or operator of a CCR unit shall
prepare a notification stating that an assessment monitoring program has been
established. The owner or operator has completed the notification if the
notification is submitted to the department and placed in the facility's
operating record.
5. Assessment monitoring program.
a. Assessment monitoring is required whenever
a statistically significant increase over background levels has been detected
for one or more of the constituents listed in appendix I to this
chapter.
b. Within ninety days of
triggering an assessment monitoring program, and annually thereafter, the owner
or operator of the CCR unit shall sample and analyze the ground water for all
constituents listed in appendix II to this chapter. The number of samples
collected and analyzed for each well during each sampling event must be
consistent with subdivision e of subsection 3, and must account for any unique
characteristics of the site, but must be at least one sample from each
well.
c. The owner or operator of a
CCR unit may demonstrate the need for an alternative monitoring frequency for
repeated sampling and analysis for constituents listed in appendix II to this
chapter during the active life and the postclosure care period based on the
availability of ground water. If there is not adequate ground water flow to
sample wells semiannually, the alternative frequency shall be no less than
annual. The need to vary monitoring frequency must be evaluated on a
site-specific basis.
(1) The demonstration
must be supported by information documenting the need for less frequent
sampling. The alternative frequency must be based on consideration of the
following factors:
(a) Lithology of the
aquifer and unsaturated zone;
(b)
Hydraulic conductivity of the aquifer and unsaturated zone; and
(c) Ground water flow rates.
(2) The demonstration must be
supported by information documenting that the alternative frequency will be no
less effective in ensuring that any leakage from the CCR unit will be
discovered within a time frame that will not materially delay the initiation of
any necessary remediation measures.
(3) The owner or operator shall obtain
approval by the department for an alternative ground water sampling and
analysis frequency. The owner or operator shall include the demonstration
providing the basis for the alternative monitoring frequency in the annual
ground water monitoring and corrective action report required by this
section.
d. After
obtaining the results from the initial and subsequent sampling events required
in subdivision b, the owner or operator shall:
(1) Within ninety days of obtaining the
results, and on at least a semiannual basis thereafter, resample all wells in
the monitoring system, conduct analyses for all parameters in appendices I and
II to this chapter that are detected in response to subdivision b, and record
their concentrations in the facility operating record. The number of samples
collected and analyzed for each background well and downgradient well during
subsequent semiannual sampling events must be consistent with subdivision e of
subsection 3, and must account for any unique characteristics of the site, but
must be at least one sample from each background and downgradient
well;
(2) Establish ground water
protection standards for all constituents detected pursuant to subdivision b or
d. The ground water protection standards must be established in accordance with
subdivision h of this subsection; and
(3) Include the recorded concentrations
required by the assessment monitoring program, identify the background
concentrations established under the detection monitoring program, and identify
the ground water protection standards in the annual ground water monitoring and
corrective action report.
e. If the concentrations of all constituents
listed in appendices I and II to this chapter are shown to be at or below
background values, using the statistical procedures in subdivision g of
subsection 3, for two consecutive sampling events, the owner or operator may
return to detection monitoring of the CCR unit with approval by the department.
The owner or operator shall prepare a notification stating that detection
monitoring is resuming for the CCR unit. The owner or operator has completed
the notification if the notification is submitted to the department and placed
in the facility's operating record.
f. If the concentrations of any constituent
in appendices I and II to this chapter are above background values, but all
concentrations are below the established ground water protection standard,
using the statistical procedures in subdivision g or subsection 3, the owner or
operator must continue assessment monitoring in accordance with this
section.
g. If one or more
constituents in appendix II to this chapter are detected at statistically
significant levels above the established ground water protection standard in
any sampling event, the owner or operator shall prepare a notification
identifying the constituents in appendix II to this chapter that have exceeded
the ground water protection standard. The owner or operator has completed the
notification when the notification is submitted to the department and placed in
the facility's operating record.
(1) The
owner or operator of the CCR unit also shall characterize the nature and extent
of the release and any relevant site conditions that may affect the remedy
ultimately selected. The characterization must be sufficient to support a
complete and accurate assessment of the corrective measures necessary to
effectively clean up all releases from the CCR unit pursuant to subsection 6.
Characterization of the release includes the following minimum measures:
(a) Install additional monitoring wells
necessary to define the contaminant plume or plumes;
(b) Collect data on the nature and estimated
quantity of material released including specific information on the
constituents listed in appendix II to this chapter and the levels at which they
are present in the material released;
(c) Install at least one additional
monitoring well at the facility boundary in the direction of contaminant
migration and sample this well in accordance with paragraph 1 of subdivision d;
and
(d) Sample all wells in
accordance with paragraph 1 of subdivision d to characterize the nature and
extent of the release.
(2) The owner or operator of the CCR unit
also shall notify all persons who own the land or reside on the land that
directly overlies any part of the plume of contamination if contaminants have
migrated offsite. The owner or operator has completed the notifications when
they are placed in the facility's operating record.
(3) Within ninety days of finding that any of
the constituents listed in appendix II to this chapter have been detected at a
statistically significant level exceeding the ground water protection standards
the owner or operator must either:
(a)
Initiate an assessment of corrective measures as required by subsection 6;
or
(b) Demonstrate that a source
other than the CCR unit caused the contamination, or that the statistically
significant increase resulted from error in sampling, analysis, statistical
evaluation, or natural variation in ground water quality. Any such
demonstration must be supported by a report that includes the factual or
evidentiary basis for any conclusions and must be approved by the department.
If a successful demonstration is made, the owner or operator shall continue
monitoring in accordance with the assessment monitoring program pursuant to
this subsection and may return to detection monitoring if the constituents in
appendices I and II to this chapter are at or below the established background.
The owner or operator also shall include the demonstration in the annual ground
water monitoring and corrective action report.
(4) If a successful demonstration has not
been made at the end of the ninety-day period provided by subparagraph b of
paragraph 3, the owner or operator of the CCR unit shall initiate the
assessment of corrective measures requirements under subsection 6.
h. The ground water protection
standard for each constituent in appendix II to this chapter detected in the
ground water must be:
(1) The maximum
contaminant level for constituents for which a maximum contaminant level has
been established under chapter 33.1-17-01; or
(2) The background concentration for
constituents for which the background level is higher than the maximum
contaminant level or the levels identified in paragraph 2 of this
subdivision.
6. Assessment of corrective measures.
a. Within ninety days of finding that any
constituent listed in appendix II to this chapter has been detected at a
statistically significant level exceeding the ground water protection standard,
or immediately upon detection of a release from a CCR unit, the owner or
operator shall initiate an assessment of corrective measures to prevent further
releases, to remediate any releases and to restore affected areas to original
conditions. The assessment of corrective measures must be completed within
ninety days, unless the owner or operator demonstrates the need for additional
time to complete the assessment of corrective measures due to site-specific
conditions or circumstance and obtains approval by the department. The
ninety-day deadline to complete the assessment of corrective measures may be
extended for no longer than sixty days. The owner or operator also shall
include the demonstration and approval in the annual ground water monitoring
and corrective action report.
b.
The owner or operator of the CCR unit shall continue to monitor ground water in
accordance with the assessment monitoring program.
c. The assessment of corrective measures must
include an analysis of the effectiveness of potential corrective measures in
meeting all of the requirements and objectives of the remedy as described under
subsection 7, addressing at least the following:
(1) The performance, reliability, ease of
implementation, and potential impacts of appropriate potential remedies,
including safety impacts, cross-media impacts, and control of exposure to any
residual contamination;
(2) The
time required to begin and complete the remedy; and
(3) The institutional requirements, such as
state or local permit requirements or other environmental or public health
requirements that may substantially affect implementation of the
remedy.
d. The
assessment has been completed if it is approved by the department and placed in
the facility's operating record.
e.
The owner or operator shall discuss the results of the corrective measures
assessment at least thirty days prior to the selection of remedy, in a public
meeting with interested and affected parties.
7. Selection of remedy.
a. Based on the results of the corrective
measures assessment, the owner or operator shall, as soon as feasible, select a
remedy. This requirement applies to, not in place of, any applicable standards
under the Occupational Safety and Health Act of 1970 [Public Law 91-596; 84
Stat. 1590]. The owner or operator shall prepare a semiannual report describing
the progress in selecting and designing the remedy. Upon selection of a remedy,
the owner or operator shall prepare a final report describing the selected
remedy and how it meets the standards specified in this subsection. The report
has been completed when it is approved by the department and placed in the
operating record.
b. Remedies must:
(1) Be protective of human health and the
environment;
(2) Attain the ground
water protection standard as specified pursuant to subdivision h of subsection
5;
(3) Control the sources of
releases so as to reduce or eliminate, to the maximum extent feasible, further
releases of constituents in appendix II to this chapter into the
environment;
(4) Remove from the
environment as much of the contaminated material that was released from the CCR
unit as is feasible, taking into account factors such as avoiding inappropriate
disturbance of sensitive ecosystems;
(5) Comply with standards for management of
wastes as specified in subdivision d of subsection 8.
c. In selecting a remedy that meets the
standards of this subsection, the owner or operator of the CCR unit shall
consider the following evaluation factors:
(1)
The long- and short-term effectiveness and protectiveness of the potential
remedies, along with the degree of certainty that the remedy will prove
successful based on consideration of the following:
(a) Magnitude of reduction of existing
risks;
(b) Magnitude of residual
risks in terms of likelihood of further releases due to CCR remaining following
implementation of a remedy;
(c) The
type and degree of long-term management required, including monitoring,
operation, and maintenance;
(d)
Short-term risks that might be posed to the community or the environment during
implementation of such a remedy, including potential threats to human health
and the environment associated with excavation, transportation, and redisposal
of contaminant;
(e) Time until full
protection is achieved;
(f)
Potential for exposure of humans and environmental receptors to remaining
wastes, considering the potential threat to human health and the environment
associated with excavation, transportation, redisposal, or
containment;
(g) Long-term
reliability of the engineering and institutional controls; and
(h) Potential need for replacement of the
remedy.
(2) The
effectiveness of the remedy in controlling the source to reduce further
releases based on consideration of the following factors:
(a) The extent to which containment practices
will reduce further releases; and
(b) The extent to which treatment
technologies may be used.
(3) The ease or difficulty of implementing a
potential remedy based on consideration of the following types of factors:
(a) Degree of difficulty associated with
constructing the technology;
(b)
Expected operational reliability of the technologies;
(c) Need to coordinate with and obtain
necessary approvals and permits from other agencies;
(d) Availability of necessary equipment and
specialists; and
(e) Available
capacity and location of needed treatment, storage, and disposal
services.
(4) The degree
to which community concerns are addressed by a potential remedy.
d. The owner or operator shall
specify as part of the selected remedy a schedule for implementing and
completing remedial activities. Such a schedule must require the completion of
remedial activities within a reasonable period of time, taking into
consideration:
(1) Extent and nature of
contamination;
(2) Reasonable
probabilities of remedial technologies in achieving compliance with ground
water protection standards and other objectives of the remedy;
(3) Availability of treatment or disposal
capacity for CCR managed during implementation of the remedy;
(4) Potential risks to human health and the
environment from exposure to contamination prior to completion of the
remedy;
(5) Resource value of the
aquifer, including:
(a) Current and future
uses;
(b) Proximity and withdrawal
rate of users;
(c) Ground water
quantity and quality;
(d) The
potential damage to wildlife, crops, vegetation, and physical structures caused
by exposure to CCR constituents;
(e) The hydrogeologic characteristic of the
facility and surrounding land; and
(f) The availability of alternative water
supplies; and
(6) Other
relevant factors.
8. Implementation of the corrective action program.
a. Within ninety days of selecting a
remedy under subsection 7, the owner or operator shall initiate remedial
activities. Based on the schedule established under subdivision d of subsection
7, for implementation and completion of remedial activities the owner or
operator shall:
(1) Establish and implement a
corrective action ground water monitoring program that:
(a) Meets the requirements of an assessment
monitoring program under subsection 5;
(b) Documents the effectiveness of the
corrective action remedy; and
(c)
Demonstrates compliance with the ground water protection standards.
(2) Implement the selected
corrective action remedy; and
(3)
Take any interim measures necessary to reduce the contaminants leaching from
the CCR unit and potential exposures to human or ecological receptors. Interim
measures must, to the greatest extent feasible, be consistent with the
objectives of, and contribute to the performance of, any remedy that may be
required pursuant to subsection 7. The following factors must be considered by
an owner or operator in determining whether interim measures are necessary:
(a) Time required to develop and implement a
final remedy;
(b) Actual or
potential exposure of nearby populations or environmental receptors to any of
the constituents listed in appendix II to this chapter;
(c) Actual or potential contamination of
drinking water supplies or sensitive ecosystems;
(d) Further degradation of the ground water
that may occur if remedial action is not initiated expeditiously;
(e) Weather conditions that may cause any of
the constituents listed in appendix II to this chapter to migrate or be
released;
(f) Potential for
exposure to any of the constituents listed in appendix II to this chapter as a
result of an accident or failure of a container or handling system;
and
(g) Other situations that may
pose threats to human health and the environment.
b. If an owner or operator of the
CCR unit, determines, at any time, that compliance with the requirements of
subdivision b of subsection 7 is not being achieved through the remedy
selected, the owner or operator shall implement other methods or techniques
that could feasibly achieve compliance with the requirements.
c. Remedies selected pursuant to subsection 7
must be considered complete if:
(1) The owner
or operator of the CCR unit demonstrates that compliance with the ground water
protection standards has been achieved at all points within the plume of
contamination that lie beyond the ground water monitoring well system
established under subsection 2;
(2)
Compliance with the ground water protection standards has been achieved by
demonstrating that concentrations of constituents listed in appendix II to this
chapter have not exceeded the ground water protection standards for a period of
three consecutive years using the statistical procedures and performance
standards in subdivisions f and g of subsection 3; and
(3) All actions required to complete the
remedy have been satisfied.
d. All CCR that are managed pursuant to a
remedy required under subsection 7, or an interim measure required under
paragraph 3 of subdivision a, shall be managed in a manner that complies with
all applicable requirements under this article and North Dakota Century Code
chapter 23.1-08.
e. Upon completion
of the remedy, the owner or operator shall prepare a notification stating that
the remedy has been completed. The owner or operator shall obtain a
certification from a qualified professional engineer or a qualified
environmental professional that the remedy has been completed. The report has
been completed if it is approved by the department and placed in the operating
record.
General Authority: NDCC 23.1-08-03
Law Implemented: NDCC 23.1-08-03, 23.1-08-04
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