Current through Register Vol. 43, No. 52, December 26, 2024
(a) Any owner or
operator of a new or existing municipal landfill may request an exemption from
the design requirements in K.A.R. 28-29-104, as amended, if these conditions
are met:
(1) the MSWLF receives and disposes
of less than 20 tons of municipal solid waste daily, based on an annual
average;
(2) there is no evidence
of groundwater contamination from the MSWLF;
(3) the MSWLF is in an area that annually
receives less than or equal to 25 inches of precipitation; and
(4) the community or communities utilizing
the MSWLF have no practicable waste management alternative.
(b) Each owner or operator
requesting the small landfill exemption shall demonstrate compliance with the
conditions in subsection (a) by submitting the following documentation to the
department for review and approval:
(1)
actual records of past operations or estimates of the amount of solid waste
disposed on a daily basis to demonstrate that the MSWLF meets the condition in
paragraph (a)(1);
(2)
site-specific data demonstrating that the MSWLF meets the condition in
paragraph (a)(2);
(3) climatic
data obtained for a minimum 30-year averaging period demonstrating that the
MSWLF meets the condition in paragraph (a)(3); and
(4) one of the following statements to
demonstrate that the MSWLF meets the condition in paragraph (a)(4):
(A) a statement containing data showing to
the department that the closest MSWLF is more than 75 miles away; or
(B) written certification, from the board of
county commissioners in the county where the landfill is located, that a
landfill located less than 75 miles away is not a practicable alternative.
(c) The
owner or operator of each small landfill meeting the exemption criteria shall
comply with the location restrictions, the operating standards, the closure and
post-closure standards, and the financial assurance standards for municipal
solid waste landfills.
(1) Each "existing
small landfill" for the purposes of K.A.R. 28-29-103, as amended, means any
area permitted for municipal solid waste disposal on or before October 9, 1993
and any area permitted for municipal solid waste disposal through a permit
amendment prior to October 9, 1997 and contiguous to the area permitted before
October 9, 1993.
(2) Each "new
small landfill" means any area not permitted for municipal solid waste disposal
prior to October 9, 1993 or not incorporated into an existing permit by
amendment prior to October 9, 1997.
(d) Each existing small landfill meeting the
exemption criteria in subsection (a) and receiving waste on or after October 9,
1997 shall comply with subsection (f), (g) or (h) of this regulation in order
to demonstrate that naturally occurring geological conditions provide
sufficient protection against groundwater contamination.
(e) Each new small landfill or unit meeting
the exemption criteria in subsection (a) shall comply with subsection (f) of
this regulation and shall be constructed with the following:
(1) a liner consisting of the following:
(A) a minimum of two feet of compacted clay
with a hydraulic conductivity of no more than 1 * 10-6 cm/sec; and
(B) a leachate collection system; or
(2) in situ material or
an alternate, approved constructed liner meeting the demonstration standards
for groundwater modeling prescribed in subsection (g) or the liner performance
standard prescribed in subsection (h) of this regulation. Alternate constructed
liners shall be considered for approval by the department when these conditions
are met:
(A) the technology or material has
been successfully utilized in at least one application similar to the proposed
application;
(B) methods for
ensuring quality control during the manufacture and construction of the liner
can be implemented; and
(C) the
owner or operator can provide documentation in the operating record that the
provisions set forth in this subsection have been satisfied.
(f) Groundwater
monitoring, sampling, and analysis.
(1) The
owner or operator of each landfill meeting the exemption criteria shall install
a groundwater monitoring system developed by a qualified groundwater scientist
as defined in K.A.R. 28-29-111 and approved by the department. The groundwater
monitoring system shall fulfill these requirements:
(A) have monitoring wells located on the
property permitted for solid waste disposal, and yield groundwater samples from
the uppermost aquifer representing the quality of groundwater passing the point
of compliance as defined by K.A.R. 28-29-101(aa), as amended;
(B) consist of a sufficient number of wells
to accurately determine the groundwater flow gradient, including a minimum of
two down gradient wells;
(C) have
monitoring wells located at a distance no greater than 150 meters or 492 feet
from the planned edge of the unit; and
(D) have monitoring wells located at least 50
feet from the property boundary for all new small landfills. The "upper most
aquifer," for the purposes of K.A.R. 28-29-103, as amended, means the first
saturated zone able to fully recharge within 24 hours after one well volume is
removed.
(2) The owner
or operator of each small landfill meeting the exemption criteria shall
maintain and operate the monitoring system in accordance with K.A.R. 28-29-111,
paragraphs (f)(2) and (f)(3), as amended.
(3) The owner or operator of each small
landfill meeting the exemption criteria shall perform the following:
(A) sample each down gradient monitoring well
semiannually during the active site life and post-closure period to ensure that
contaminate levels are within the parameters listed in Table 1 of this
regulation;
(B) measure the water
depth in all monitoring wells during the semiannual sampling to verify the
groundwater flow gradient; and
(C)
submit the results of analytical testing and verification of the groundwater
flow gradient to the department within 45 days of receipt of the test results.
TABLE 1 Monitoring Constituents for Exempt Small Landfills
Constituent
Maximum Contaminant Level (MCL)
(in milligrams per liter mg/l)
VOLATILE ORGANIC COMPOUNDS
Benzene 0.005
1,2-Dichloroethane 0.005
1,1-Dichloroethene 0.007
1,2-Dichloropropane 0.005
Ethylbenzene 0.7
Styrene 0.1
Tetrachloroethene 0.005
Toluene 1.0
1,1,1-Trichloroethane 0.2
Trichlorethene 0.005
Vinyl Chloride 0.002
Total Xylenes 10.0
METALS (dissolved)
Cadmium 0.005
Chromium (total) 0.05
(4) If the owner or operator of any existing
small landfill demonstrates that naturally occurring geological conditions
provide sufficient protection against groundwater contamination by compliance
with subsection (g) or subsection (h) of this regulation, the owner or operator
may reduce the sampling frequency established in paragraph (f)(3) from
semiannual samples to annual samples.
(5) The groundwater monitoring program shall
include consistent sampling and analysis procedures in accordance with K.A.R.
28-29-112, subsections (a), (b)(1) through (b)(4), (c), and (d), as amended.
(6) If any monitoring well exceeds
the maximum contaminant level of any constituent listed in Table 1 in
subsection (f) of this regulation, the owner or operator shall sample the well
again, within 30 calendar days of the finding. If the second sample confirms
that contamination levels exceed the maximum contaminant level of any
constituent listed in Table 1, the exempt status of the landfill shall be
revoked, and the owner or operator shall comply with K.A.R. 28-29-104 and
K.A.R. 28-29-110 through 28-29-114, as amended.
(7) The groundwater sampling and analysis
requirements of subsection (f) of this regulation may be suspended by the
department at existing small landfills if the owner or operator demonstrates
the following:
(A) naturally occurring
geological conditions provide sufficient protection against groundwater
contamination as evidenced by compliance with subsection (g) or (h) of this
regulation;
(B) the uppermost
aquifer does not exist within a depth of 150 feet below the lowest depth of the
municipal solid waste; and
(C) no
potential for migration of hazardous constituents exists from that MSWLF unit
to the uppermost aquifer during the active life of the unit and the
post-closure care period. This demonstration shall be certified by a qualified
groundwater scientist and approved by the department.
(8) The groundwater monitoring, sampling, and
analysis required in subsection (f) of this regulation may be reduced or
suspended by the department based on site-specific data.
(g) Groundwater modeling.
(1) Each owner or operator of a small
landfill meeting the exemption criteria shall demonstrate that a constructed
liner at the site or naturally occurring strata prohibit contaminants from
exceeding the concentration values listed in Table 1 of K.A.R. 28-29-104,
subsection (e), as amended, in the uppermost aquifer at the point of compliance
based on fate and transport modeling of predicted landfill leachate. The point
of compliance shall be located as follows:
(A) within 150 meters or 492 feet of the edge
of the planned unit boundary; and
(B) on the owner's or operator's property.
(2) When approving
modeling demonstrations, the following factors may be considered by the
department:
(A) the hydrogeologic
characteristics of the facility and surrounding land;
(B) the climatic factors of the area; and
(C) the volume and physical and
chemical characteristics of the leachate. The expected performance of the
design shall be evaluated at maximum annual leachate flow conditions.
(3) Each model
demonstration developed pursuant to subsection (g)(1) of this regulation shall
be certified by a qualified groundwater scientist.
(4) Each owner or operator of a small
landfill performing the groundwater modeling demonstration shall comply with
the groundwater monitoring, sampling, and analysis requirements prescribed in
subsection (f).
(h)
Liner performance standard.
(1) Each owner or
operator shall demonstrate that in situ material meets the liner performance
standard by submitting the following information for each small landfill unit:
(A) certification from a professional
engineer licensed in Kansas that the in situ material immediately below the
bottom of the municipal solid waste layer but prior to encountering groundwater
meets these conditions:
(i) has a
permeability equivalent to two feet of 1 * 10-6 cm/sec material; and
(ii) within the equivalently permeable layer,
has no soil layer or stratum with a permeability greater than 1 * 10-4 cm/sec
and with sufficient continuity and thickness to allow groundwater to flow
laterally off the owner's property; and
(iii) shows consistency in all boring data.
(B) data from a minimum
of one centrally located boring that provides a soil profile to a depth of the
following:
(ii) 46 meters or 150 feet; or
(iii) a point where a minimum of 10 feet of 1
* 10-9 cm/sec material is encountered;
(C) data from a minimum of four additional
borings of sufficient depths to provide data supporting the certification in
paragraph (h)(1)(A) of this regulation;
(D) laboratory soil or field permeability
data sufficient to provide data supporting the certification in paragraph
(h)(1)(A) of this regulation; and
(E) evidence that the highest water table of
any underlying groundwater is a minimum of 1.5 meters or five feet below the
bottom of the material used to make the demonstration that the in situ material
meets the liner performance standard.
(2) When approving a liner demonstration for
compliance with this subsection, the following minimum factors shall be
considered by the department:
(A) the
hydrogeologic characteristics of the facility and surrounding land;
(B) the climatic characteristics of the area;
and
(C) the volume and physical
and chemical characteristics of the leachate.
(3) Each owner or operator demonstrating the
liner performance standard shall comply with the groundwater monitoring,
sampling, and analysis requirements prescribed in subsection (f).
(i) Each owner or operator shall
document in the operating record that the small landfill unit meets the
requirements in subsection (f), (g) or (h) of this regulation.