Current through Register Vol. 43, No. 52, December 26, 2024
The design requirements of this regulation shall apply to all
C&D landfills.
(a) Facility
access. The owner or operator of each C&D landfill shall provide fencing or
other barriers, with one or more gates that can be locked to restrict access to
the C&D landfill when the C&D landfill is not open for business.
(b) Facility signage. The owner or
operator of each C&D landfill shall post permanent signage at the facility.
(1) The following information shall be posted
at the entrance to the facility:
(A) The name
of the facility;
(B) the landfill
permit number;
(C) the facility's
telephone number, if there is one;
(D) the emergency telephone number; and
(E) a statement indicating who may
bring waste to the landfill for disposal and, if appropriate, the hours of
operation.
(2)
Information concerning the types of waste that are accepted or not accepted for
disposal or recycling shall be posted at the facility's entrance or at a
location prominently visible to the public inside the facility's boundaries.
(c) Facility roads.
(1) The owner or operator of each C&D
landfill shall design and construct on-site roads to accommodate expected
traffic flow in a safe and efficient manner.
(2) On-site facility roads shall be of all
weather construction and shall be negotiable at all times.
(3) Load limits on bridges and on-site roads
shall be sufficient to support all traffic loads generated by the use of the
facility.
(d) Storm
water control. The owner or operator of each C&D landfill shall design and
construct a storm water control system.
(1)
The storm water control system shall prevent flow onto the active area of the
landfill of discharge resulting from the 25-year, 24-hour storm and lesser
storms.
(2) The system shall
consist of trenches, conduits, berms, and proper grading, as needed.
(3) The system shall control erosion of cover
materials.
(4) Storm water
discharge from the permitted property shall be reduced to predevelopment
discharge rates and nonerosive velocities.
(e) C&D contact water control and
management. The owner or operator of each C&D landfill shall design and
construct C&D contact water control and management systems that meet the
following requirements:
(1) The C&D
contact water control system shall control storm water runoff from the active
area of the C&D landfill.
(2)
The C&D contact water management system shall meet one or more of the
following requirements:
(A) Storage of
C&D contact water.
(i) C&D contact
water shall be stored in the permitted C&D waste disposal units, or in
structures or ponds on the permitted C&D waste disposal site.
(ii) The storage system shall have provisions
for overflow.
(iii) The storage
system may be designed to allow percolation of C&D contact water through
subsurface soils.
(B)
On-site treatment of C&D contact water. The treatment system shall produce
water of a quality adequate for the intended use or method of disposal.
(C) Beneficial reuse of C&D
contact water on the permitted C&D waste disposal site. Beneficial reuse
may include the following:
(i) Wetting of
on-site roads or other site areas for dust control;
(ii) irrigation of vegetated areas, not
including agricultural crops intended for human or animal consumption;
(iii) distribution on C&D
waste, as necessary, for fire protection; or
(iv) other uses that do not adversely impact
public health, safety, and the environment.
(D) Discharge or hauling of C&D contact
water to an off-site treatment facility.
(i)
The operator of each C&D landfill may discharge or haul C&D contact
water to the off-site treatment facility only with written permission from the
owner or operator of the off-site treatment facility. As part of the permit
application or permit modification application, the applicant or permittee
shall submit a copy of the written permission.
(ii) The off-site treatment facility shall
have all required permits and approvals required for proper treatment of the
C&D contact water. As part of the permit application or permit modification
application, the applicant or permittee shall submit a copy of all required
permits and approvals.
(iii)
Discharge of C&D contact water to the off-site treatment facility shall
conform with K.A.R. 28-16-1 through K.A.R. 28-16-7.
(E) Discharge of C&D contact water to
surface waters. The applicant or permittee shall be required to obtain a
national pollutant discharge elimination system (NPDES) permit from the
secretary.
(F) Discharge of
C&D contact water to deep injection wells. The applicant or permittee shall
be required to obtain a permit from the secretary for installation and
operation of deep injection wells.
(3) The C&D contact water control and
management system shall meet the following requirements:
(A) Operate for the entire design period,
including the active operating and closure phases of the C&D landfill;
(B) allow for the management of
C&D contact water during routine maintenance and repairs;
(C) have the capacity to handle the water
generated from a 25-year, 24-hour storm and lesser storms;
(D) operate via gravity flow whenever
possible; and
(E) be chemically
resistant to the contact water expected to be produced.
(f) Phasing of landfill
development. The owner or operator of each C&D landfill shall develop the
landfill in phases, according to the operating plan.
(1) The phasing plan shall provide for the
sequential construction, filling, and closure of discrete units or parts of
units.
(2) In determining the size
of each phase, the owner or operator shall consider seasonal differences in
weather and the amount of C&D waste received.
(3) Each phase shall be completed by covering
all exposed waste with intermediate cover.
(A) The intermediate cover shall consist of a
minimum of one foot of soil and shall meet the following requirements:
(i) Limit air intrusion to control the risk
of fire;
(iii) limit vector harborage.
(B) Alternative
material, if approved by the secretary, may be used for intermediate cover. The
alternative material shall consist of material acceptable for disposal in the
C&D landfill and shall meet the requirements specified in paragraphs
(f)(3)(A)(i) through (f)(3)(A)(iii) of this regulation.
(g) Final cover. Within six months
after the last placement of waste in the unit, the owner or operator shall
construct a final cover in accordance with the approved facility closure plan.
(1) The final cover shall include the
following:
(A) A low-permeability layer
consisting of a minimum of 18 inches of compacted soil having permeability
equal to or less than the natural subsoils or the constructed liner, and no
greater than 1 * 10-5 centimeters per second; and
(B) a protective soil layer consisting of a
minimum of 12 inches of topsoil and appropriate vegetative cover.
(2) The final cover shall be
graded with a minimum slope of two percent and a maximum slope of 3:1,
horizontal to vertical.
This regulation shall take effect 90 days after publication in
the Kansas register.