NDAC 33.1-20-08-06
Ground water monitoring and corrective action
Cite as N.D. Admin. Code ยง 33.1-20-08-06
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.