TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.101 SCOPE AND APPLICABILITY
Section 811.101 Scope and
Applicability
a) The standards of this Part apply to all new landfills, except
as otherwise provided in 35 Ill. Adm. Code 816 and 817, and except those
regulated pursuant to 35 Ill. Adm. Code 700 through 749. Subpart A contains
general standards applicable to all new landfills. Subpart B contains
additional standards for new landfills which dispose of only inert wastes.
Subpart C contains additional standards for new landfills which dispose of
chemical and putrescible wastes.
b) All general provisions of 35 Ill. Adm. Code 810 apply to this
Part.
c) Standards for Municipal Solid Waste Landfills
1) The standards of this Part also apply to all new MSWLF units,
as defined at 35 Ill. Adm. Code 810.103. The standards for the new MSWLF units
include:
A) The standards applicable to new landfills pursuant to
subsection (a); and
B) The standards adopted in this part that are
identical-in-substance to the federal regulations promulgated by the U.S.
Environmental Protection Agency pursuant Sections 4004 and 4010 of the RCRA
relating to MSWLF program. Such standards are individually indicated as
applicable to MSWL units.
2) The Appendix Table 811.Appendix B provides a
Section-by-Section correlation between the requirements of the federal MSWLF
regulations at 40 CFR 258 (1992) and the requirements of this Part.
3) An owner or operator of a MSWLF unit shall also comply with
any other applicable Federal rules, laws, regulations, or other requirements.
BOARD NOTE: Subsection (c)(3) is derived from 40 CFR 258.3
(1992).
(Source: Amended at 20 Ill. Reg. 12000, effective August 15, 1996)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.102 LOCATION STANDARDS
Section 811.102 Location
Standards
a) The facility shall meet all requirements under the Wild and
Scenic Rivers Act (16 U.S.C. 1271 et seq.).
b) The facility shall not restrict the flow of a 100-year flood,
result in washout of solid waste from the 100-year flood, or reduce the
temporary water storage capacity of the 100-year floodplain, unless measures
are undertaken to provide alternative storage capacity such as lagoons, holding
tanks, or provision of drainage around structures at the facility.
c) The facility shall not be located in areas where it may pose a
threat of harm or destruction to the features for which an irreplaceable
historic, or archaeological site was listed pursuant to the National Historic
Preservation Act (16 U.S.C. 470 et seq.) or the Illinois Historic Preservation
Act (Ill. Rev. Stat. 1989, ch. 127, par. 133d1 et seq.) for which a Natural
Landmark was designated by the National Park Service or the Illinois State
Historic Preservation Officer, or for which a natural area was designated as a
Dedicated Illinois Nature Preserve pursuant to the Illinois Natural Area
Preservation Act (Ill. Rev. Stat. 1989, ch. 105 par. 701 et seq.).
d) The facility shall not be located in areas where it may
jeopardize the continued existence of any designated endangered species, result
in the destruction or adverse modification of the critical habitat listed for
such species, or cause or contribute to the taking of any endangered or
threatened species of plant, fish or wildlife listed pursuant to the Endangered
Species Act 16 U.S.C. 1531 et seq., or the Illinois Endangered Species
Protection Act (Ill. Rev. Stat. 1989, ch. 8, par. 331 et seq.).
e) The facility shall not cause a violation of Section 404 of the
Clean Water Act (33 U.S.C. 1344).
f) The facility shall not cause a violation of any requirements
implementing an areawide or statewide water quality management plan for
nonpoint source pollution that has been approved under Section 208 of the Clean
Water Act (33 U.S.C 1288).
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.103 SURFACE WATER DRAINAGE
Section 811.103 Surface
Water Drainage
a) Runoff from Disturbed Areas
1) Runoff from disturbed areas resulting from precipitation
events less than or equal to the 25-year, 24-hour precipitation event that is
discharged to waters of the State must meet the requirements of 35 Ill. Adm.
Code 304.
2) All discharges of runoff from disturbed areas to waters of the
State must be permitted by the Agency in accordance with 35 Ill. Adm. Code 309.
3) All treatment facilities must be equipped with bypass outlets
designed to pass the peak flow of runoff from the 100-year, 24-hour precipitation
event without damage to the treatment facilities or surrounding structures.
4) All surface water control structures must be operated until
the final cover is placed and erosional stability is provided by the vegetative
or other cover meeting the requirements of Section 811.205 or 811.322.
5) All discharge structures must be designed to have flow
velocities that will not cause erosion and scouring of the natural or constructed
lining, i.e., bottom and sides, of the receiving stream channel.
b) Diversion of Runoff from Undisturbed Areas
1) Runoff from undisturbed areas must be diverted around
disturbed areas, unless the operator shows that it is impractical based on
site-specific conditions or unless the Agency has issued a research,
development, and demonstration (RD&D) permit that provides otherwise
pursuant to 35 Ill. Adm. Code 813.112(a)(1), relating to run-on control
systems, and that permit is in effect.
2) Diversion facilities must be designed to prevent runoff from
the 25-year, 24-hour precipitation event from entering disturbed areas, unless
the Agency has issued an RD&D permit that provides otherwise pursuant to 35
Ill. Adm. Code 813.112(a)(1), relating to run-on control systems, and that
permit is in effect.
3) Runoff from undisturbed areas that becomes commingled with
runoff from disturbed areas must be handled as runoff from disturbed areas and
treated in accordance with subsection (a).
4) All diversion structures must be designed to have flow
velocities that will not cause erosion and scouring of the natural or
constructed lining, i.e., the bottom and sides, of the diversion channel and
downstream channels.
5) All diversion structures must be operated until the final
cover is placed and erosional stability is provided by the vegetative or other
cover that meets the requirements of Section 811.205 or 811.322.
BOARD NOTE:
Those segments of subsections (b)(1) and (b)(2) that relate to RD&D permits
are derived from 40 CFR 258.4(a)(1) (2017).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.104 SURVEY CONTROLS
Section 811.104 Survey
Controls
a) The boundaries of all waste disposal units, property
boundaries, disturbed areas, and the permit area for facilities subject to the
requirements of Section 21 of the Environmental Protection Act (Act) (Ill. Rev.
Stat. 1989, ch. 111½, par. 1021) shall be surveyed and marked by a professional
land surveyor.
b) All stakes and monuments shall be clearly marked for
identification.
c) All stakes and monuments shall be inspected annually and
surveyed no less frequently than once in five years by a professional land
surveyor, who shall also replace monuments discovered during an inspection.
d) Control monuments shall be established to check vertical
elevations. The control monuments shall be established and maintained by a
professional land surveyor.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.105 COMPACTION
Section 811.105 Compaction
All waste shall be deposited at
the lowest part of the active face, and compacted to the highest achievable
density necessary to minimize void space and settlement unless precluded by
extreme weather conditions. The Agency may approve an alternative location for
placement of wastes, if the operator demonstrates that it is required under the
conditions existing at the site or for reasons of safety.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.106 DAILY COVER
Section 811.106 Daily Cover
a) A uniform layer of at least 0.15 meter (six inches) of clean
soil material must be placed on all exposed waste by the end of each day of
operation.
b) Alternative materials or procedures, including the removal of daily
cover prior to additional waste placement, may be used, provided that the
alternative materials or procedures achieve equivalent or superior performance
to the requirements of subsection (a) in the following areas:
1) Prevention of blowing debris;
2) Minimization of access to the waste by vectors;
3) Minimization of the threat of fires at the open face; and
4) Minimization of odors.
c) Any alternative frequencies for cover requirements to those
set forth in subsections (a) and (b) for any owner or operator of an MSWLF that
disposes of 20 tons (18 megagrams) of municipal solid waste per day or less,
based on an annual average, must be established by an adjusted standard
pursuant to Section 28.1 of the Act and Subpart D of 35 Ill. Adm. Code 104. Any
alternative requirements established under this subsection (c) must fulfill the
following requirements:
1) They must consider the unique characteristics of small
communities;
2) They must take into account climatic and hydrogeologic
conditions; and
3) They must be protective of human health and the environment.
BOARD NOTE: This
subsection (c) is derived from 40 CFR 258.21(d) (2017).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.107 OPERATING STANDARDS
Section 811.107 Operating
Standards
a) Phasing of Operations
1) Waste must be placed in a manner and at such a rate that mass
stability is provided during all phases of operation. Mass stability means
that the mass of waste deposited will not undergo settling or slope failure
that interrupts operations at the facility or causes damage to any of the
various landfill operations or structures, such as the liner, leachate or
drainage collection system, gas collection system, or monitoring system.
2) The phasing of operations at the facility must be designed in
such a way as to allow the sequential construction, filling, and closure of
discrete units or parts of units.
3) The operator must design and sequence the waste placement
operation in each discrete unit or parts of units, in conjunction with the
overall operations of the facility, so as to shorten the operational phase and
allow wastes to be built up to the planned final grade.
b) Size and Slope of Working Face
1) The working face of the unit must be no larger than is
necessary, based on the terrain and equipment used in waste placement, to
conduct operations in a safe and efficient manner.
2) The slopes of the working face area must be no steeper than
two to one (horizontal to vertical) unless the waste is stable at steeper
slopes.
c) Equipment. Equipment must be maintained and available for use
at the facility during all hours of operation, so as to achieve and maintain
compliance with the requirements of this Part.
d) Utilities. All utilities, including but not limited to heat,
lights, power and communications equipment, necessary for safe operation in
compliance with the requirements of this Part must be available at the facility
at all times.
e) Maintenance. The operator must maintain and operate all
systems and related appurtenances and structures in a manner that facilitates
proper operations in compliance with this Part.
f) Open Burning. Open burning is prohibited, except in
accordance with 35 Ill. Adm. Code 200 through 245.
g) Dust Control. The operator must implement methods for
controlling dust, so as to prevent wind dispersal of particulate matter.
h) Noise Control. The facility must be designed, constructed,
and maintained to minimize the level of equipment noise audible outside the facility.
The facility must not cause or contribute to a violation of 35 Ill. Adm. Code
900 through 905 or of Section 24 of the Act.
i) Vector Control. The operator must implement measures to
control the population of disease and nuisance vectors.
j) Fire Protection. The operator must institute fire protection
measures including, but not limited to, maintaining a supply of water onsite
and radio or telephone access to the nearest fire department.
k) Litter Control
1) The operator must patrol the facility daily to check for
litter accumulation. All litter must be collected and placed in the fill or in
a secure, covered container for later disposal.
2) The facility must not accept solid waste from vehicles that do
not utilize devices such as covers or tarpaulins to control litter, unless the
nature of the solid waste load is such that it cannot cause any litter during
its transportation to the facility.
l) Mud Tracking. The facility must implement methods, such as
use of wheel washing units, to prevent tracking of mud by hauling vehicles onto
public roadways.
m) Liquids Restrictions for MSWLF Units
1) Bulk or noncontainerized liquid waste may not be placed in
MSWLF units, unless one of the following conditions is true:
A) The waste is household waste other than septic waste;
B) The waste is leachate or gas condensate derived from the MSWLF
unit and the MSWLF unit, whether it is a new or existing MSWLF unit or lateral
expansion, is designed with a composite liner and leachate collection system
that complies with the requirements of Sections 811.306 through 811.309; or
C) The Agency has issued an RD&D permit pursuant to 35 Ill.
Adm. Code 813.112(a)(2) that allows the placement of noncontainerized liquids
in the landfill, and that permit is in effect.
2) Containers holding liquid waste may not be placed in an MSWLF
unit, unless one of the following conditions is true:
A) The container is a small container similar in size to that
normally found in household waste;
B) The container is designed to hold liquids for use other than
storage; or
C) The waste is household waste.
3) For purposes of this Section, the following definitions apply:
A) "Liquid waste" means any waste material that is
determined to contain "free liquids", as defined by Method 9095B
(Paint Filter Liquids Test) (Revision 2, November 2004), as described in
"Test Methods for Evaluating Solid Wastes, Physical/Chemical Methods",
incorporated by reference in 35 Ill. Adm. Code 810.104.
B) "Gas condensate" means the liquid generated as a
result of gas recovery processes at the MSWLF unit.
BOARD NOTE: Subsections (m)(1) through (m)(3) are derived from 40 CFR
258.28(2017). Subsection (m)(1)(C) relating to RD&D permits is derived from
40 CFR 258.4(a)(2) (2017).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.108 SALVAGING
Section 811.108 Salvaging
a) All salvaging operations shall in no way interfere with the
operation of the waste disposal facility, result in a violation of any standard
in this Part or of 35 Ill. Adm. Code 812 through 815, or delay the construction
or interfere in the operation of the liner, leachate collection system, daily,
intermediate or final cover and any monitoring devices.
b) All salvaging operations shall be performed in a safe and
sanitary manner in compliance with the requirements of this Part.
c) Salvagable materials:
1) May be accumulated onsite by a landfill operator, provided
they are managed so as not to create a nuisance, harbor vectors, cause
malodors, or create an unsightly appearance; and
2) May not be accumulated onsite for longer than seven days,
unless, pursuant to Section 39 of the Act, the Agency has issued a permit with
alternative conditions for management such materials in compliance with
subsection (c)(1).
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.109 BOUNDARY CONTROL
Section 811.109 Boundary
Control
a) Access to the open face area of the unit and all other areas
within the boundaries of the facility shall be restricted to prevent
unauthorized entry at all times.
b) A permanent sign shall be posted at the entrance to the
facility stating that disposal of hazardous waste is prohibited and, if the
lanfill is approved for accepting special wastes, that special wastes must be
permitted by the Agency and accompanied by a manifest and an identification
record along with the following information:
1) Permit number, if the facility is subject to the permit
requirements of Section 21 of the Act.
2) Hours of operation;
3) The penalty for unauthorized trespassing and dumping;
4) The name and telephone number of the appropriate emergency
response agencies who shall be available to deal with emergencies and other
problems, if different that the operator; and
5) The name, address and telephone number of the company
operating the facility.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.110 CLOSURE AND WRITTEN CLOSURE PLAN
Section 811.110 Closure and
Written Closure Plan
a) The final slopes and contours must be designed to complement
and blend with the surrounding topography of the proposed final land use of the
area.
b) All drainage ways and swales must be designed to safely pass
the runoff from the 100-year, 24-hour precipitation event without scouring or
erosion.
c) The final configuration of the facility must be designed in a
manner that minimizes the need for further maintenance.
d) Written Closure Plan
1) The operator must maintain a written plan describing all
actions that the operator will undertake to close the unit or facility in a
manner that fulfills the provisions of the Act, of this Part and of other
applicable Parts of 35 Ill. Adm. Code: Chapter I. The written closure plan must
fulfill the minimum information requirements of 35 Ill. Adm. Code 812.114.
2) A modification of the written closure plan must constitute a
significant modification of the permit for the purposes of 35 Ill. Adm. Code
813.Subpart B.
3) In addition to the informational requirements of subsection
811.100(d)(1), an owner or operator of a MSWLF unit must include the following
information in the written closure plan:
A) An estimate of the largest area of the MSWLF unit ever
requiring a final cover, as required by Section 811.314, at any time during the
active life; and
B) An estimate of the maximum inventory of wastes ever on-site
over the active life of the landfill facility.
BOARD NOTE: Subsection 811.110(d)(3) is derived from 40 CFR 258.60(c)(1)
and (c)(2) (2017).
e) Beginning Closure
1) The owner or operator of a MSWLF unit must begin closure
activities for each MSWLF unit no later than the date determined as follows:
A) 30 days after the date on which the MSWLF unit receives the
final receipt of wastes; or
B) If the MSWLF unit has remaining capacity and there is a
reasonable likelihood that the MSWLF unit will receive additional wastes, no
later than one year after the most recent receipt of wastes.
2) The Agency must grant extensions beyond this one year deadline
for beginning closure if the owner or operator demonstrates that:
A) The MSWLF unit has the capacity to receive additional wastes;
and
B) The owner or operator has taken and will continue to take all
steps necessary to prevent threats to human health and the environment from the
unclosed MSWLF unit.
BOARD NOTE:
Subsection (e) is derived from 40 CFR 258.60(f) (2017).
f) The owner or operator of a MSWLF unit must complete closure
activities for each unit in accordance with closure plan no later than the
dates determined as follows:
1) Within 180 days of beginning closure, as specified in
subsection (e).
2) The Agency must grant extension of the closure period if the
owner or operator demonstrates that:
A) The closure will, of necessity, take longer than 180 days; and
B) The owner or operator has taken and will continue to take all
necessary steps to prevent threats to human health and the environment from the
unclosed MSWLF unit.
BOARD
NOTE: Subsection (f) is derived from 40 CFR 258.60(g) (2017).
g) Deed Notation
1) Following closure of all MSWLF units at a site, the owner or
operator must record a notation on the deed to the landfill facility property
or some other instrument that is normally examined during title search. The
owner or operator must place a copy of the instrument in the operating record,
and must notify the Agency that the notation has been recorded and a copy has
been placed in the operating record.
2) The notation on the deed or other instrument must be made in
such a way that in perpetuity notify any potential purchaser of the property
that:
A) The land has been used as a landfill facility; and
B) Its use is restricted pursuant to Section 811.111(d).
BOARD NOTE:
Subsection (g) is derived from 40 CFR 258.60(i) (2017).
h) The Agency must allow the owner or operator of a MSWLF unit to
remove the notation from the deed only if the owner or operator demonstrates to
the Agency that all wastes are removed from the facility.
BOARD NOTE:
Subsection (h) is derived from 40 CFR 258.60(j) (2017).
(Source: Amended at 42 Ill. Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.111 POSTCLOSURE MAINTENANCE
Section 811.111 Postclosure
Maintenance
a) The operator shall treat, remove the site, or dispose of all
wastes and waste residues within 30 days after receipt of the final volume of
waste.
b) The operator shall remove all equipment or structures not
necessary for the postclosure land use, unless otherwise authorized by permit.
c) Maintenance and Inspection of the Final Cover and Vegetation:
1) Frequency of Inspections
A) The operator shall conduct a quarterly inspection of all
vegetated surfaces for a minimum of five years after closure, and after five
years, the operator may reduce the frequency of annual inspections until
settling has stopped and there are no eroded or scoured areas.
B) For landfills, other than those used exclusively for disposing
waste generated at the site, inspections shall be continued for a minimum
period of 15 years after closure.
C) For MSWLF units, inspections performed in accordance with
subsection (c)(1)(A) shall be continued for a minimum period of 30 years after
closure, except as otherwise provided by subsections (c)(1)(D) and (c)(1)(E),
below.
D) The Agency may reduce the inspection and maintenance period at
a MSWLF unit upon a demonstration by the owner or operator that the reduced
period is sufficient to protect human health and environment.
E) The owner or operator of a MSWLF unit shall petition the Board
for an adjusted standard in accordance with Section 811.303, if the owner or
operator seeks a reduction of the postclosure care monitoring period for all of
the following requirements:
i) Inspection and maintenance (Section 811.111);
ii) Leachate collection (Section 811.309);
iii) Gas monitoring (Section 811.310); and
iv) Groundwater monitoring (Section 811.319).
2) All rills, gullies and crevices six inches or deeper
identified in the inspection shall be filled. Areas identified by the operator
or the Agency inspections as particularly susceptible to erosion shall be
recontoured.
3) All eroded and scoured drainage channels shall be repaired and
lining material shall be replaced if necessary.
4) All holes and depressions created by settling shall be filled
and recontoured so as to prevent standing water.
5) All reworked surfaces, and areas with failed or eroded
vegetation in excess of 100 square feet cumulatively, shall be revegetated in
accordance with the approved closure plan for the facility.
d) Planned uses of property at MSWLF units
1) The owner or operator of a MSWLF unit shall include a
description of the planned uses of the property during the postclosure care
period in the written postclosure care plan prepared pursuant to 35 Ill. Adm.
Code 812.115.
2) Postclosure use of the property must not disturb the integrity
of the final cover, liner, any other components of the containment system, or
the function of the monitoring systems, unless necessary to comply with the
requirements of this Part.
3) The Agency shall approve any other disturbance if the owner or
operator demonstrates that the disturbance of the final cover, liner or other
component of the containment system, including any removal of waste, will not
increase the potential threat to human health or the environment.
BOARD NOTE: Subsection (d) is derived from 40 CFR
258.61(c)(3) (1992).
(Source: Amended in R93-10 at 18 Il. Reg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.112 RECORDKEEPING REQUIREMENTS FOR MSWLF UNITS
Section 811.112
Recordkeeping Requirements for MSWLF Units
The owner or operator of a MSWLF
unit shall record and retain near the facility in an operating record or in
some alternative location specified by the Agency, the information submitted to
the Agency pursuant to 35 Ill. Adm. Code 812 and 813, as it becomes available.
At a minimum, the operating record shall contain the following information,
even if such information is not required by 35 Ill. Adm. Code 812 or 813:
a) Any location restriction demonstration required by Section
811.302(e) and 35 Ill. Adm. Code 812.109, 812.110, 812.303, and 812.305;
b) Inspection records, training procedures, and notification
procedures required by Section 811.323;
c) Gas monitoring results and any remediation plans required by
Section 811.310 and 811.311;
d) Any MSWLF unit design documentation for placement of leachate
or gas condensate in a MSWLF unit required by Section 811.107(m);
e) Any demonstration, certification, monitoring results, testing,
or analytical data relating to the groundwater monitoring program required by
Sections 811.319, 811.324, 811.325, and 811.326 and 35 Ill. Adm. Code 812.317,
813.501, and 813.502;
f) Closure and post-closure care plans and any monitoring,
testing, or analytical data required by Sections 811.110 and 811.111, and 35
Ill. Adm. Code 812.114(h), 812.115, and 812.313; and
g) Any cost estimates and financial assurance documentation
required by Subpart G of this Part.
BOARD NOTE:
The requirements of this Section are derived from 40 CFR 258.29 (2005).
(Source: Amended at 31 Ill.
Reg. 1435, effective December 20, 2006)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.113 ELECTRONIC REPORTING
Section
811.113 Electronic Reporting
The filing of any document pursuant to any provision of this
Part as an electronic document is subject to 35 Ill. Adm. Code 720.104.
BOARD NOTE: Derived from 40 CFR 3, as added, and 40 CFR
258.29(d) (2005), as amended at 70 Fed. Reg. 59848 (Oct. 13, 2005).
(Source: Added at 31 Ill.
Reg. 1435, effective December 20, 2006)
SUBPART B: INERT WASTE LANDFILLS
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.201 SCOPE AND APPLICABILITY
Section 811.201 Scope and
Applicability
The standards of this Subpart,
in addition to the requirements of Subpart A, shall apply to all new landfills
in which only inert waste is to be placed.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.202 DETERMINATION OF CONTAMINATED LEACHATE
Section 811.202
Determination of Contaminated Leachate
a) Leachate shall be considered contaminated if it contains
concentrations of constituents greater than the public and food processing
water supplies standards 35 Ill. Adm. Code 302.301, 302.304, and 302.305. The
operator shall determine whether the leachate from the waste is contaminated by
analyzing it for constituents for which a numerical standard has been
established by the Board.
b) A representative sample of leachate extracted from the waste
by a laboratory procedure may be used to model the expected constituents and
concentrations of the leachate. The laboratory test shall meet the following
standards:
1) The procedure shall be designed to closely reproduce expected
field conditions; and
2) The test shall utilize an extraction fluid representative of
the physical and chemical characteristics of the liquid expected to infiltrate
through the waste.
c) Actual samples of leachate from an existing solid waste
disposal unit or a test fill may be utilized under the following conditions:
1) The waste in the existing unit is similar to the waste
expected to be disposed;
2) The conditions under which the leachate was formed are similar
to those expected to be encountered; and
3) Leachate is sampled so as to be representative of undiluted
and unattenuated leachate emanating from the unit.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.203 DESIGN PERIOD
Section 811.203 Design
Period
The design period for all inert
waste disposal units shall be the estimated operating life of the unit plus a
minimum postclosure care period of five years. For landfills, other than those
used exclusively for disposing waste generated at the site, the minimum
postclosure care period, for the purposes of monitoring settling at the site,
shall be 15 years.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.204 FINAL COVER
Section 811.204 Final Cover
A minimum of 0.91 meter (three
feet) of soil material that will support vegetation which prevents or minimizes
erosion shall be applied over all disturbed areas. Where no vegetation is
required for the intended postclosure land use, the requirements of Section
811.205(b) will not apply; however, the final surface shall still be designed
to prevent or minimize erosion.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.205 FINAL SLOPE AND STABILIZATION
Section 811.205 Final Slope
and Stabilization
a) The waste disposal unit shall be designed and constructed to
achieve a minimum static slope safety factor of 1.5 and a minimum seismic
safety factor of 1.3.
b) Standards for Vegetation
1) Vegetation shall be promoted on all reconstructed surfaces to
minimize wind and water erosion;
2) Vegetation shall be compatible with (i.e. grow and survive
under) the local climatic conditions;
3) Vegetation shall require little maintenance;
4) Vegetation shall consist of a diverse mix of native and
introduced species consistent with the postclosure land use; and
5) Temporary erosion control measures, including, but not limited
to, the application, alone or in combination, of mulch, straw, netting, or
chemical soil stabilizers, shall be undertaken while vegetation is being
established.
c) The landfill site shall be monitored for settling for a
minimum period of 15 years after closure as specified in Section 811.203 in
order to meet the requirements of this Section.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.206 LEACHATE SAMPLING
Section 811.206 Leachate
Sampling
a) All inert waste landfills shall be designed to include a
monitoring system capable of collecting representative samples of leachate
generated by the waste, using methods such as, but not limited to, a
pressure-vacuum lysimeter, trench lysimeter or a well point. The sampling
locations shall be located so as to collect the least diluted leachate samples.
b) Leachate samples shall be collected and analyzed at least once
every six months to determine, using the statistical procedures of Section
811.320(e), whether the collected leachate is contaminated as defined in 35
Ill. Adm. Code 810.103.
c) Once every two years, leachate samples shall be tested for the
presence of organic chemicals in accordance with Section 811.319(a)(3). If the
results of such testing shows the presence of organic chemicals, the operator
shall notify the Agency of this finding, in writing, before the end of the
business day following the finding.
d) If the results of testing of leachate samples in accordance
with subsection (b) confirm that the leachate is contaminated as defined in 35
Ill. Adm. Code 810.103, the operator shall notify the Agency of this finding,
in writing, before the end of the business day following the finding. In
addition, the inert waste landfill facility causing the contamination:
1) shall no longer be subject to the inert waste landfill
requirements of Subpart B;
2) shall be subject to the requirements for Putrescible and
Chemical Waste Landfills of Subpart C, including closure and remedial action.
e) The results of the chemical analysis tests shall be included
in the Quarterly Groundwater Reports submitted to the Agency in accordance with
35 Ill. Adm. Code 813.502 for permitted facilities and 35 Ill. Adm. Code
815.Subpart D for non-permitted facilities.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.207 LOAD CHECKING
Section 811.207 Load
Checking
a) The operator shall not accept wastes for disposal at an inert
waste landfill unless it is accompanied by documentation that such wastes are
inert based on testing of the leachate from such wastes performed in accordance
with the requirements of Section 811.202.
b) The operator shall institute and conduct a random load
checking program at each inert waste facility in accordance with the
requirements of Section 811.323 except that this program shall also be
designed:
1) to detect and discourage attempts to dispose non-inert wastes
at the landfill;
2) to require the facility's inspector examine at least one
random load of solid waste delivered to the landfill on a random day each week;
and
3) to require the operator to test one randomly selected waste sample
in accordance with Section 811.202(a) and (b) to determine if the waste is
inert.
b) The operator shall include the results of the load checking in
the Annual Report submitted to the Agency in accordance with 35 Ill. Adm. Code
813.501 for permitted facilities and 35 Ill. Adm. Code 815.Subpart C for
non-permitted facilities.
SUBPART C: PUTRESCIBLE AND CHEMICAL WASTE LANDFILLS
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.301 SCOPE AND APPLICABILITY
Section 811.301 Scope and
Applicability
In addition to the requirements
of Subpart A, the standards of this Subpart apply to all landfills in which
chemical and putrescible wastes are to be placed, except as otherwise provided
in 35 Ill. Adm. Code 817.
(Source: Amended at 18 Ill. Reg. 12481, effective August 1, 1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.302 FACILITY LOCATION
Section 811.302 Facility
Location
a) No part of a unit may be located within a setback zone
established pursuant to Section 14.2 or 14.3 of the Act;
b) No part of a unit may be located within the recharge zone or
within 366 meters (1200 feet), vertically or horizontally, of a sole-source
aquifer designated by the United States Environmental Protection Agency
pursuant to section 1424(e) of the Safe Drinking Water Act (42 USC 300f et
seq.), unless there is a stratum between the bottom of the waste disposal unit
and the top of the aquifer that meets the following minimum requirements:
1) The stratum has a minimum thickness of 15.2 meters (50 feet);
2) The maximum hydraulic conductivity in both the horizontal and
vertical directions is no greater than 1x10-7 centimeters per
second, as determined by in situ borehole or equivalent tests;
3) There is no indication of continuous sand or silt seams,
faults, fractures, or cracks within the stratum that may provide paths for
migration; and
4) Age dating of extracted water samples from both the aquifer
and the stratum indicates that the time of travel for water percolating
downward through the relatively impermeable stratum is no faster than 15.2
meters (50 feet) in 100 years.
c) A facility located within 152 meters (500 feet) of the right
of way of a township or county road or state or interstate highway must have
its operations screened from view by a barrier of natural objects, fences,
barricades, or plants no less than 2.44 meters (eight feet) in height.
d) No part of a unit may be located closer than 152 meters (500
feet) from an occupied dwelling, school, or hospital that was occupied on the
date when the operator first applied for a permit to develop the unit or the
facility containing the unit, unless the owner of such dwelling, school, or
hospital provides permission to the operator, in writing, for a closer
distance.
e) The facility may not be located closer than 1525 meters (5000
feet) of any runway used by piston type aircraft or within 3050 meters (10,000
feet) of any runway used by turbojet aircraft unless the Federal Aviation
Administration (FAA) provides the operator with written permission, including
technical justification, for a closer distance.
f) An owner or operator proposing to locate a new MSWLF unit
within a five-mile radius of any airport runway used by turbojet or piston-type
aircraft must notify the affected airport and the FAA within seven days after filing
a permit application with Agency in accordance with 35 Ill. Adm. Code 813 for
developing a new landfill.
BOARD NOTE: Subsections
(e) and (f) are derived from 40 CFR 258.10 (2017). USEPA added the following
information in a note appended to 40 CFR 258.10: A prohibition on locating a
new MSWLF near certain airports was enacted in section 503 of the federal
Wendell H. Ford Aviation Investment and Reform Act for the 21st Century
(Ford Act) (49 USC 44718(d)). Section 503 prohibits the "construction or
establishment" of a new MSWLF after April 5, 2000 within six miles of
certain smaller public airports unless the FAA allows an exemption. The FAA
administers the Ford Act and has issued guidance in FAA Advisory Circular
150/5200-34, dated August 26, 2000. For further information, please contact the
FAA.
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.303 DESIGN PERIOD
Section 811.303 Design
Period
a) The design period for putrescible and chemical waste disposal
units shall be the estimated operating life plus a postclosure care period of
30 years. The design period for putrescible waste landfill units, other than
MSWLF units, may be reduced if measures are undertaken in compliance with
subsections (b) and (c) to encourage stabilization of putrescible waste. The
design period for a MSWLF unit may be reduced in accordance with subsection
(d).
b) The design period for a disposal unit which accepts only
putrescible waste in shredded from shall be the estimated operating life plus
20 years of postclosure care.
c) The design period for a putrescible waste disposal unit that
recycles leachate in accordance with Section 811.309(f) shall be the estimated
operating life plus 20 years of postclosure care.
d) An owner or operator of a MSWLF unit may petition the Board
for an adjusted standard pursuant to Section 28.1 of the Act and 35 Ill. Adm.
Code 106.Subpart G to reduce the minimum postclosure care specified in
accordance with the requirements Sections 811.111(c), 811.309(h), 811.310(c),
and 811.319(a).
BOARD NOTE: Subsection (d) is derived from 40 CFR
258.61(b)(1).
(Source: Amended in R93-10 at 18 Ill. Reg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.304 FOUNDATION AND MASS STABILITY ANALYSIS
Section 811.304 Foundation
and Mass Stability Analysis
a) The material beneath the unit shall have sufficient strength
to support the weight of the unit during all phases of construction and
operation. The loads and loading rate shall not cause or contribute to the
failure of the liner leachate collection system.
b) The total settlement or swell of the foundation shall not
cause or contribute to the failure of the liner leachate collection system.
c) The solid waste disposal unit shall be designed to achieve a
safety factor against bearing capacity failure of at least: 2.0 under static
conditions and 1.5 under seismic loadings.
d) The waste disposal unit shall be designed to achieve a factor
of safety against slope failure of at least: 1.5 for static conditions and 1.3
under seismic conditions.
e) In calculating factors of safety, both long term (over
hundreds of years) and short term (over the design period of the facility)
conditions expected at the facility shall be considered.
f) The potential for earthquake or blast induced liquefaction,
and its effect on the stability and integrity of the unit shall be considered
and taken into account in the design. The potential for landslides or
earthquake induced liquefaction outside the unit shall be considered if such
events could affect the unit.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.305 FOUNDATION CONSTRUCTION
Section 811.305 Foundation
Construction
a) If the in situ material provides insufficient strength to meet
the requirements of Section 811.304, then the insufficient material shall be
removed and replaced with clean material sufficient to meet the requirements of
Section 811.304.
b) All trees, stumps, roots, boulders and debris shall be
removed.
c) All material shall be compacted to achieve the strength and
density properties necessary to demonstrate compliance with this Part in
conformance with a construction quality assurance plan pursuant to Subpart E.
d) Placement of frozen soil or soil into frozen ground is
prohibited.
e) The foundation shall be constructed and graded to provide a
smooth, workable surface on which to construct the liner.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.306 LINER SYSTEMS
Section 811.306 Liner
Systems
a) All units shall be equipped with a leachate drainage and
collection system and a compacted earth liner designed as an integrated system
in compliance with the requirements of this Section and of Sections 811.307 and
811.308.
b) The liner and leachate collection system shall be stable
during all phases of construction and operation. The side slopes shall achieve
a minimum static safety factor of 1.3 and a minimum seismic safety factor of
1.0 at all times.
c) The liner shall be designed to function for the entire design
period.
d) Compacted Earth Liner Standards
1) The minimum allowable thickness shall be 1.52 meters (5 feet).
2) The liner shall be compacted to achieve a maximum hydraulic
conductivity of 1 X 10-7 centimeters per second.
3) The construction and compaction of the liner shall be carried
out in accordance with the construction quality assurance procedures of Subpart
E so as to reduce void spaces and allow the liner to support the loadings
imposed by the waste disposal operation without settling that causes or
contributes to the failure of the leachate collection system.
4) The liner shall be constructed from materials whose properties
are not affected by contact with the constituents of the leachate expected to
be produced.
5) Alternative specifications, using standard construction
techniques, for hydraulic conductivity and liner thickness may be utilized
under the following conditions:
A) The liner thickness shall be no less than 1.52 meter (5 feet)
unless a composite liner consisting of a geomembrane immediately overlying a
compacted earth liner is installed. The following minimum standards shall
apply for a composite liner:
i) the geomembrane shall be no less than 60 mils in thickness
and meet the requirements of subsection (e); and
ii) the compacted earth liner shall be no less than 0.91 meter in
thickness (3 feet) and meet the requirements of subsection (d)(2) through
(d)(4).
B) The modified liner shall operate in conjunction with a leachate
drainage and collection system to achieve equivalent or superior performance to
the requirements of this subsection. Equivalent performance shall be evaluated
at maximum annual leachate flow conditions.
e) Geomembrane Liners
1) Geomembranes may be used only in conjunction with a compacted
earth liner system meeting the requirements of subsection (d) and a leachate
drainage and collection system meeting the requirements of Sections 811.307 and
811.308.
2) The geomembrane shall be supported by a compacted base free
from sharp objects. The geomembrane shall be chemically compatible with the
supporting soil materials.
3) The geomembrane material shall be compatible with the leachate
expected to be generated.
4) Geomembranes shall have sufficient strength and durability to
function at the site for the design period under the maximum expected loadings
imposed by the waste and equipment and stresses imposed by settlement,
temperature, construction and operation.
5) Seams shall be made in the field according to the
manufacturer's specifications. All sections shall be arranged so that the use
of field seams is minimized and seams are oriented in the direction subject to
the least amount of stress.
6) The leachate collection system shall be designed to avoid loss
of leachate through openings in the geomembrane.
f) Slurry Trenches and Cutoff Walls Used to Prevent Migration of
Leachate
1) Slurry trenches and cutoff walls built to contain leachate
migration shall be used only in conjunction with a compacted earth liner and a
leachate drainage system meeting the requirements of subsection (d) and Section
811.307 or as part of a remedial action required by Section 811.319.
2) Slurry trenches and cutoff walls shall extend into the bottom
confining layer to a depth that will establish and maintain a continuous
hydraulic connection and prevent seepage.
3) Exploration borings shall be drilled along the route of the
slurry trench or cutoff wall to confirm the depth to the confining layer. In
situ tests shall be conducted to determine the hydraulic conductivity of the
confining layer.
4) Slurry trenches and cutoff walls shall be stable under all
conditions during the design period of the facility. They shall not be
susceptible to displacement or erosion under stress or hydraulic gradient.
5) Slurry trenches and cutoff walls shall be constructed in
conformance to a construction quality assurance plan, pursuant to Subpart E,
that insures that all material and construction methods meet design
specifications.
g) The owner or operator may utilize liner configurations other
than those specified in this Section, special construction techniques and
admixtures provided that:
1) The alternative technology or material provides equivalent, or
superior, performance to the requirements of this Section;
2) The technology or material has been successfully utilized in
at least one application similar to the proposed application; and
3) Methods for manufacturing quality control and construction
quality assurance can be implemented.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.307 LEACHATE DRAINAGE SYSTEM
Section 811.307 Leachate
Drainage System
a) The leachate drainage system shall be designed and constructed
to operate for the entire design period.
b) The system shall be designed in conjunction with the leachate
collection system required by Section 811.308:
1) To maintain a maximum head of leachate 0.30 meter (one foot)
above the liner and
2) To operate during the month when the highest average monthly
precipitation occurs and if the liner bottom is located within the saturated
zone, under the condition that the groundwater table is at its seasonal high
level. In addition, the following design assumptions shall apply:
A) The unit is assumed to be at field capacity, and
B) The final cover is in place.
c) A drainage layer shall overlay the entire liner system. This
drainage layer shall be no less than 0.30 meter (one foot) thick and shall have
a hydraulic conductivity equal to or greater than 1 X 10-3
centimeters per second.
d) The drainage layer shall be designed to maintain laminar flow
throughout the drainage layer under the conditions described in subsection (b).
e) The drainage layer shall be designed with a graded filter or
geotextile as necessary to minimize clogging and prevent intrusion of fine
material.
f) Materials used in the leachate collection system shall be
chemically resistant to the wastes and the leachate expected to be produced.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.308 LEACHATE COLLECTION SYSTEM
Section 811.308 Leachate
Collection System
a) The leachate collection system shall be designed and
constructed to function for the entire design period.
b) Collection pipes shall be designed for open channel flow to
convey leachate under the conditions established in Section 811.307(b).
c) Collection pipes shall be of a cross sectional area that
allows cleaning.
d) Materials used in the leachate collection system shall be
chemically resistant to the leachate expected to be produced.
e) The collection pipe material and bedding materials as placed
shall possess structural strength to support the maximum loads imposed by the
overlying materials and equipment used at the facility.
f) Collection pipes shall be constructed within a coarse gravel
envelope using a graded filter or geotextile as necessary to minimize clogging.
g) The system shall be equipped with a sufficient number of
manholes and cleanout risers to allow cleaning and maintenance of all pipes
throughout the design period.
h) Leachate shall be able to drain freely from the collection
pipes. If sumps are used then pumps shall remove the collected leachate before
the level of leachate in the sumps rise above the invert of the collection
pipes under the conditions established in Section 811.307(b).
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.309 LEACHATE TREATMENT AND DISPOSAL SYSTEMS
Section 811.309 Leachate
Treatment and Disposal Systems
a) Leachate must be allowed to flow freely from the drainage and
collection system. The operator is responsible for the operation of a leachate
management system designed to handle all leachate as it drains from the
collection system. The leachate management system must consist of any
combination of storage, treatment, pretreatment, and disposal options designed
and constructed in compliance with the requirements of this Section.
b) The leachate management system must consist of any combination
of multiple treatment and storage structures, to allow the management and
disposal of leachate during routine maintenance and repairs.
c) Standards for Onsite Treatment and Pretreatment
1) All onsite treatment or pretreatment systems must be
considered part of the facility.
2) The onsite treatment or pretreatment system must be designed
in accordance with the expected characteristics of the leachate. The design
may include modifications to the system necessary to accommodate changing
leachate characteristics.
3) The onsite treatment or pretreatment system must be designed
to function for the entire design period.
4) All of the facility's unit operations, tanks, ponds, lagoons
and basins must be designed and constructed with liners or containment
structures to control seepage to groundwater.
5) All treated effluent discharged to waters of the State must
meet the requirements of 35 Ill. Adm. Code 309.
6) The treatment system must be operated by an operator certified
under the requirements of 35 Ill. Adm. Code 312.
d) Standards for Leachate Storage Systems
1) Except as otherwise provided in subsection (d)(6), the
leachate storage facility must be able to store a minimum of at least five
days' worth of accumulated leachate at the maximum generation rate used in
designing the leachate drainage system in accordance with Section 811.307. The
minimum storage capacity may be built up over time and in stages, so long as
the capacity for five consecutive days of accumulated leachate is available at
any time during the design period of the facility.
2) All leachate storage tanks must be equipped with secondary
containment systems equivalent to the protection provided by a clay liner 0.61
meter (2 feet thick) having a permeability no greater than 10-7
centimeters per second.
3) Leachate storage systems must be fabricated from material
compatible with the leachate expected to be generated and resistant to
temperature extremes.
4) The leachate storage system must not cause or contribute to a
malodor.
5) The leachate drainage and collection system must not be used
for the purpose of storing leachate.
6) A facility may have less than five days' worth of storage
capacity for accumulated leachate as required by subsection (d)(1), if the
owner or operator of the facility demonstrates that multiple treatment, storage
and disposal options in the facility's approved leachate management system
developed in accordance with subsection (b) will achieve equivalent
performance. Such options must consist of not less than one day's worth of
storage capacity for accumulated leachate plus at least two alternative means
of managing accumulated leachate through treatment or disposal, or both
treatment and disposal, each of which means is capable of treating or disposing
of all leachate generated at the maximum generation rate on a daily basis.
e) Standards for Discharge to an Offsite Treatment Works
1) Leachate may be discharged to an offsite treatment works that
meets the following requirements:
A) All discharges of effluent from the treatment works must meet
the requirements of 35 Ill. Adm. Code 309.
B) The treatment systems must be operated by an operator certified
under the requirements of 35 Ill. Adm. Code 312.
C) No more than 50 percent of the average daily influent flow can
be attributable to leachate from the solid waste disposal facility. Otherwise,
the treatment works must be considered a part of the solid waste disposal
facility.
2) The operator is responsible for securing permission from the
offsite treatment works for authority to discharge to the treatment works.
3) All discharges to a treatment works must meet the requirements
of 35 Ill. Adm. Code 310.
4) Pumps, meters, valves and monitoring stations that control and
monitor the flow of leachate from the unit and which are under the control of
the operator must be considered part of the facility and must be accessible to
the operator at all times.
5) Leachate must be allowed to flow into the sewage system at all
times; however, if access to the treatment works is restricted or anticipated
to be restricted for longer than five days, then an alternative leachate
management system must be constructed in accordance with subsection (c).
6) Where leachate is not directly discharged into a sewage
system, the operator must provide storage capacity sufficient to transfer all
leachate to an offsite treatment works. The storage system must meet the
requirements of subsection (d).
f) Standards for Leachate Recycling Systems
1) Leachate recycling systems may be utilized only at permitted
waste disposal units that meet the following requirements:
A) The unit must have a liner designed, constructed and maintained
to meet the minimum standards of Section 811.306.
B) The unit must have a leachate collection system in place and
operating in accordance with Section 811.307.
C) A gas management system, equipped with a mechanical device such
as a compressor to withdraw gas, must be implemented to control odors and
prevent migration of methane in accordance with Section 811.311.
D) The topography must be such that any accidental leachate runoff
can be controlled by ditches, berms or other equivalent control means.
2) Leachate must not be recycled during precipitation events or
in volumes large enough to cause runoff or surface seeps.
3) The amount of leachate added to the unit must not exceed the
ability of the waste and cover soils to transmit leachate flow downward. All
other leachate must be considered excess leachate, and a leachate management
system capable of disposing of all excess leachate must be available.
4) The leachate storage and distribution system must be designed
to avoid exposure of leachate to air unless aeration or functionally equivalent
devices are utilized.
5) The distribution system must be designed to allow leachate to
be evenly distributed beneath the surface over the recycle area.
6) Daily and intermediate cover must be permeable to the extent
necessary to prevent the accumulation of water and formation of perched
watertables and gas buildup; alternatively, cover must be removed prior to
additional waste placement.
7) Daily and intermediate cover must slope away from the
perimeter of the site to minimize surface discharges.
g) Leachate Monitoring
1) Representative samples of leachate must be collected from each
established leachate monitoring location in accordance with subsection (g)(5)
and tested for the parameters referenced in subsections (g)(2)(G) and (g)(3)(D).
The Agency may, by permit condition, require additional, or allow less, leachate
sampling and testing as necessary to ensure compliance with this Section and
Sections 811.312, 811.317, and 811.319.
2) Discharges of leachate from units that dispose of putrescible
wastes must be tested for the following constituents prior to treatment or
pretreatment:
A) Five day biochemical oxygen demand (BOD5);
B) Chemical oxygen demand;
C) Total Suspended Solids;
D) Total Iron;
E) pH;
F) Any other constituents listed in the operator's National
Pollution Discharge Elimination System (NPDES) discharge permit, pursuant to 35
Ill. Adm. Code 304, or required by a publicly owned treatment works, pursuant
to 35 Ill. Adm. Code 310; and
G) All the monitoring parameters listed in Section 811.Appendix C,
unless an alternate monitoring list has been approved by the Agency.
3) Discharges of leachate from units which dispose only chemical
wastes must be monitored for constituents determined by the characteristics of
the chemical waste to be disposed of in the unit. They must include, as a
minimum:
A) pH;
B) Total Dissolved Solids;
C) Any other constituents listed in the operator's NPDES discharge
permit, pursuant to 35 Ill. Adm. Code 304, or required by a publicly owned
treatment works, pursuant to 35 Ill. Adm. Code 310; and
D) All the monitoring parameters listed in Section 811.Appendix C,
unless an alternate monitoring list has been approved by the Agency.
4) A
network of leachate monitoring locations must be established, capable of
characterizing the leachate produced by the unit. Unless an alternate network
has been approved by the Agency, the network of leachate monitoring locations must
include:
A) At least
four leachate monitoring locations; and
B) At
least one leachate monitoring location for every 25 acres within the unit's
waste boundaries.
5) Leachate
monitoring must be performed at least once every six months and each
established leachate monitoring location must be monitored at least once every
two years.
h) Time of Operation of the Leachate Management System
1) The operator must collect and dispose of leachate for a
minimum of five years after closure and thereafter until treatment is no longer
necessary.
2) Treatment is no longer necessary if the leachate constituents
do not exceed the wastewater effluent standards in 35 Ill. Adm. Code 304.124,
304.125, and 304.126 and do not contain a BOD5 concentration greater
than 30 mg/L for six consecutive months.
3) Leachate collection at a MSWLF unit must be continued for a
minimum period of 30 years after closure, except as otherwise provided by
subsections (h)(4) and (h)(5).
4) The Agency may reduce the leachate collection period at a
MSWLF unit upon a demonstration by the owner or operator that the reduced
period is sufficient to protect human health and environment.
5) The owner or operator of a MSWLF unit must petition the Board
for an adjusted standard in accordance with Section 811.303, if the owner or
operator seeks a reduction of the postclosure care monitoring period for all of
the following requirements:
A) Inspection and
maintenance (Section 811.111);
B) Leachate collection
(Section 811.309);
C) Gas monitoring (Section 811.310);
and
D) Groundwater monitoring
(Section 811.319).
BOARD NOTE:
Subsection (h) is derived from 40 CFR 258.61 (2017).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.310 LANDFILL GAS MONITORING
Section 811.310 Landfill Gas
Monitoring
a) This Section applies to all units that dispose putrescible
wastes.
b) Location and Design of Monitoring Wells
1) Gas monitoring devices must be placed at intervals and
elevations within the waste to provide a representative sampling of the
composition and buildup of gases within the unit.
2) Gas monitoring devices must be placed around the unit at
locations and elevations capable of detecting migrating gas from the ground
surface to the lowest elevation of the liner system or the top elevation of the
groundwater, whichever is higher.
3) A predictive gas flow model may be utilized to determine the
optimum placement of monitoring points required for making observations and
tracing the movement of gas.
4) Gas monitoring devices must be constructed from materials that
will not react with or be corroded by the landfill gas.
5) Gas monitoring devices must be designed and constructed to
measure pressure and allow collection of a representative sample of gas.
6) Gas monitoring devices must be constructed and maintained to
minimize gas leakage.
7) The gas monitoring system must not interfere with the
operation of the liner, leachate collection system, or delay the construction
of the final cover system.
8) At least three ambient air monitoring locations must be chosen
and samples must be taken no higher than 0.025 meter (1 inch) above the ground
and 30.49m (100 feet) downwind from the edge of the unit or at the property
boundary, whichever is closer to the unit.
c) Monitoring Frequency
1) All gas monitoring devices, including the ambient air monitors
must be operated to obtain samples on a monthly basis for the entire operating
period and for a minimum of five years after closure.
2) After a minimum of five years after closure, monitoring
frequency may be reduced to quarterly sampling intervals.
3) The sampling frequency may be reduced to yearly sampling
intervals upon the installation and operation of a gas collection system
equipped with a mechanical device such as a compressor to withdraw gas.
4) Monitoring must be continued for a minimum period of: 30
years after closure at MSWLF units, except as otherwise provided by subsections
(c)(5) and (c)(6); five years after closure at landfills, other than MSWLF
units, which are used exclusively for disposing of wastes generated at the
site; or 15 years after closure at all other landfills regulated under this
Part. Monitoring, beyond the minimum period, may be discontinued if the
following conditions have been met for at least one year:
A) The concentration of methane is less than five percent of the
lower explosive limit in air for four consecutive quarters at all monitoring
points outside the unit; and
B) Monitoring points within the unit indicate that methane is no
longer being produced in quantities that would result in migration from the
unit and exceed the standards of subsection (a)(1).
5) The Agency may reduce the gas monitoring period at an MSWLF
unit upon a demonstration by the owner or operator that the reduced period is
sufficient to protect human health and environment.
6) The owner or operator of an MSWLF unit must petition the Board
for an adjusted standard in accordance with Section 811.303, if the owner or
operator seeks a reduction of the postclosure care monitoring period for all of
the following requirements:
A) Inspection and maintenance (Section 811.111);
B) Leachate collection (Section 811.309);
C) Gas monitoring (Section 811.310); and
D) Groundwater monitoring (Section 811.319).
BOARD NOTE: Those
segments of this subsection (c) that relate to MSWLF units are derived from 40
CFR 258.61 (2017).
d) Parameters to be Monitored
1) All below ground monitoring devices must be monitored for the
following parameters at each sampling interval:
A) Methane;
B) Pressure;
C) Oxygen; and
D) Carbon dioxide.
2) Ambient air monitors must be sampled for methane only when the
average wind velocity is less than eight kilometers (five miles) per hour at a
minimum of three downwind locations 30.49 meters (100 feet) from the edge of
the unit or the property boundary, whichever is closer to the unit.
3) All buildings within a facility must be monitored for methane
by utilizing continuous detection devices located at likely points where
methane might enter the building.
e) Any alternative frequencies for the monitoring requirement of
subsection (c) for any owner or operator of an MSWLF that disposes of 20 tons (18
megagrams) of municipal solid waste per day or less, based on an annual
average, must be established by an adjusted standard pursuant to Section 28.1
of the Act and Subpart D of 35 Ill. Adm. Code 104. Any alternative monitoring
frequencies established under this subsection (e) must fulfill the following
requirements:
1) They must consider the unique characteristics of small
communities;
2) They must take into account climatic and hydrogeologic
conditions; and
3) They must be protective of human health and the environment.
BOARD NOTE: This
subsection (e) is derived from 40 CFR 258.23(e) (2017).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.311 LANDFILL GAS MANAGEMENT SYSTEMS
Section 811.311 Landfill Gas
Management Systems
a) The operator shall install a gas management system if any one
of the following conditions are met:
1) A methane concentration greater than 50 percent of the lower
explosive limit in air, is detected below the ground surface by a monitoring
device or is detected by an ambient air monitor located at or beyond the
property boundary or 30.5 meters (100 feet) from the edge of the unit,
whichever is less, unless the operator can demonstrate that the detected
methane concentration is not attributable to the facility;
2) Methane is detected at a concentration greater than 25 percent
of the lower explosive limit in air in any building on or near the facility
unless the operator can demonstrate that the detected methane concentration is
not attributable to the facility;
3) Malodors caused by the unit are detected beyond the property
boundary; or
4) Leachate is recycled in accordance with Section 811.309(e).
b) If methane gas levels exceed the limits specified in
subsections (a)(1) or (a)(2), an owner or operator of a MSWLF unit shall:
1) Notify the Agency in writing, within two business days, of an
observed exceedance; and
2) Implement the requirements of this Section to ensure the
protection of human health.
c) Standards for Gas Venting System
1) Gas venting systems shall be utilized only as optional,
temporary mitigation until the completion of an active system.
2) All materials shall be resistant to chemical reaction with the
constituents of the gas.
3) The system shall be capable of venting all gas down to the
water table or bottom of the liner, whichever is higher.
4) Gas venting systems shall be installed only outside the
perimeter of the unit.
d) Standards for Gas Collection Systems
1) Gas collection systems may be installed either within the
perimeter of the unit or outside the unit.
2) The operator shall design and operate the system so that the
standards of subsections (a)(1), (a)(2), and (a)(3) will not be exceeded.
3) The gas collection system shall transport gas to a central
point or points for processing for beneficial uses of disposal in accordance
with the requirements of Section 811.312.
4) The gas collection system shall be designed to function for
the entire design period. The design may include changes in the system to
accommodate changing gas flow rates or compositions.
5) All materials and equipment used in construction of the system
shall be rated by the manufacturer as safe for use in hazardous or explosive
environments and shall be resistant to corrosion by constituents of the
landfill gas.
6) The gas collection system shall be designed and constructed to
withstand all landfill operating conditions, including settlement.
7) The gas collection system and all associated equipment
including compressors, flares, monitoring installations, and manholes shall be
considered part of the facility.
8) Provisions shall be made for collecting and draining gas
condensate to a management system meeting the requirements of Section 811.309.
9) Under no circumstances shall the gas collection system
compromise the integrity of the liner, leachate collection or cover systems.
10) The portion of the gas collection system, used to convey the
gas collected from one or more units for processing and disposal shall be
tested to be airtight to prevent the leaking of gas from the collection system
or entry of air into the system.
11) The gas collection system shall be operated until the waste
has stabilized enough to no longer produce methane in quantities that exceed
the minimum allowable concentrations in subsections (a)(1), (a)(2), and (a)(3).
12) The gas collection system shall be equipped with a mechanical
device, such as a compressor, capable of withdrawing gas, or be designed so
that a mechanical device can be easily installed at a later time, if necessary,
to meet the requirements of subsections (a)(1), (a)(2), and (a)(3).
BOARD NOTE: Subsection (b) is derived from 40 CFR
258.23(c)(1) (1992).
(Source: Amended in R93-10 at 18 Ill. Reg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.312 LANDFILL GAS PROCESSING AND DISPOSAL SYSTEMS
Section 811.312 Landfill Gas
Processing and Disposal Systems
a) The processing of landfill gas for use is strongly encouraged
but is not required.
b) Except as allowed in subsection (g), the landfill gas
processing and disposal system, including compressors, blowers, raw gas
monitoring systems, devices used to control the flow of gas from the unit,
flares, gas treatment devices, air pollution control devices and monitoring
equipment must remain under the control of the operator and shall be considered
part of the waste disposal facility.
c) No gas may be discharged directly to the atmosphere unless
treated or burned onsite prior to discharge in accordance with a permit issued
by the Agency pursuant to 35 Ill. Adm. Code 200 through 245.
d) Representative flow rate measurements shall be made of gas
flow into treatment or combustion devices.
e) When used for the onsite combustion of landfill gas, flares
shall meet the general control device requirements of new source performance
standards adopted pursuant to Section 9.1(b) of the Act.
f) Standards for Onsite Combustion of Landfill Gas Using Devices
Other Than Flares
1) At a minimum, landfill gas shall be measure for flow rate,
heat value, and moisture content along with combustion parameters including,
but not limited to, oxygen and carbon dioxide prior to treatment or combustion.
Constituents of the landfill gas and combustion byproducts shall be identified
for inclusion in an Agency issued permit based on the type of waste streams
that are or will be in the landfill, landfill gas analysis and potential for
being emitted into the air after treatment or combustion.
2) All constituents and parameters that must be measured before
and after treatment or combustion shall be identified and included in a permit
issued by the Agency pursuant to 35 Ill. Adm. Code 200 through 245. At a
minimum, the following types of constituents must be considered for inclusion
in the permit:
A) The six criteria air pollutants and the hazardous air
pollutants subject to regulation under the Clean Air Act (42 U.S.C. 7401 et
seq.);
B) Any list of toxic air contaminants, including carcinogens,
mutagens and listed hazardous air pollutants adopted by the Board pursuant to
Section 9.5 of the Act;
C) Volatile Organic Compounds;
D) Constituents present in the landfill gas; and
E) Combustion byproducts expected to be emitted from the
combustion or treatment device.
g) Landfill gas may be transported offsite to a gas processing
facility in accordance with the following requirements:
1) The solid waste disposal facility contributes less than 50
percent of the total volume of gas accepted by the gas processing facility or
the gas processing facility is permitted to receive and process landfill gas
under the Act and Board regulations. Otherwise, the processing facility must
be considered a part of the solid waste management facility. In any event, no
solid waste disposal facility shall transport landfill gas offsite under this
Section unless it satisfies the financial assurance requirements of Section
811.704(h)(3).
2) The landfill gas shall be monitored for the parameters listed
in subsection (f)(1) as well as other constituents such as, ammonia (NH3),
hydrogen sulfide (H2S) and hydrogen (H2) that are needed
to operate the gas processing facility.
3) The gas processing facility shall be sized to handle the
expected volume of gas.
4) The transportation of gas to an offsite gas processing
facility shall in no way relieve the operator of the requirements of Section
811.311(a).
(Source: Amended at 22 Ill. Reg. 11491, effective June 23, 1998)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.313 INTERMEDIATE COVER
Section 811.313 Intermediate
Cover
a) All waste which is not to be covered within 60 days of
placement by another lift of waste or final cover in accordance with Section
811.314 shall have a cover equivalent to that provided by 0.30 meter (1 foot)
of compacted clean soil material.
b) All areas with intermediate cover shall be graded so as to
facilitate drainage of runoff and minimize infiltration and standing water.
c) The grade and thickness of intermediate cover shall be
maintained until the placement of additional wastes or the final cover. All
cracks, rills, gullies and depressions shall be repaired to prevent access to
the solid waste by vectors, to minimize infiltration and to prevent standing
water.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.314 FINAL COVER SYSTEM
Section 811.314 Final Cover
System
a) The unit must be covered by a final cover consisting of a low
permeability layer overlain by a final protective layer constructed in
accordance with the requirements of this Section, unless the Agency has issued
an RD&D permit that allows the use of an innovative final cover technology
pursuant to an adjusted standard issued under 35 Ill. Adm. Code 813.112(b), and
that permit is in effect.
b) Standards for the Low Permeability Layer
1) Not later than 60 days after placement of the final lift of
solid waste, a low permeability layer must be constructed.
2) The low permeability layer must cover the entire unit and
connect with the liner system.
3) The low permeability layer must consist of any one of the
following:
A) A compacted earth layer constructed in accordance with the
following standards:
i) The minimum allowable thickness must be 0.91 meter (3 feet); and
ii) The layer must be compacted to achieve a permeability of 1 x
10-7 centimeters per second and minimize void spaces.
iii) Alternative specifications may be utilized provided that the
performance of the low permeability layer is equal to or superior to the
performance of a layer meeting the requirements of subsections (b)(3)(A)(i) and
(b)(3)(A)(ii).
B) A geomembrane constructed in accordance with the following
standards:
i) The geomembrane must provide performance equal or superior to
the compacted earth layer described in subsection (b)(3)(A).
ii) The geomembrane must have strength to withstand the normal
stresses imposed by the waste stabilization process.
iii) The geomembrane must be placed over a prepared base free from
sharp objects and other materials that may cause damage.
C) Any other low permeability layer construction techniques or
materials, provided that they provide equivalent or superior performance to the
requirements of this subsection (b).
4) For an MSWLF unit, subsection (b)(3) notwithstanding, if the
bottom liner system permeability is lower than 1 x 10-7 cm/sec, the
permeability of the low permeability layer of the final cover system must be
less than or equal to the permeability of the bottom liner system.
c) Standards for the Final Protective Layer
1) The final protective layer must cover the entire low
permeability layer.
2) The thickness of the final protective layer must be sufficient
to protect the low permeability layer from freezing and minimize root
penetration of the low permeability layer, but must not be less than 0.91 meter
(3 feet).
3) The final protective layer must consist of soil material
capable of supporting vegetation.
4) The final protective layer must be placed as soon as possible
after placement of the low permeability layer to prevent desiccation, cracking,
freezing, or other damage to the low permeability layer.
d) Any alternative requirements for the infiltration barrier in
subsection (b) for any owner or operator of an MSWLF that disposes of 20 tons (18
megagrams) of municipal solid waste per day or less, based on an annual
average, must be established by an adjusted standard pursuant to Section 28.1
of the Act and Subpart D of 35 Ill. Adm. Code 104. Any alternative
requirements established under this subsection must fulfill the following
requirements:
1) They must consider the unique characteristics of small
communities;
2) They must take into account climatic and hydrogeologic
conditions; and
3) They must be protective of human health and the environment.
BOARD NOTE: Subsection (b)(4) is derived from 40 CFR 258.60(a) (2017).
Subsection (d) is derived from 40 CFR 258.60(b)(3) (2017). Those segments of
subsection (a) that relate to RD&D permits are derived from 40 CFR 258.4(b)
(2017).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.315 HYDROGEOLOGIC SITE INVESTIGATIONS
Section 811.315
Hydrogeologic Site Investigations
a) Purpose
The operator shall conduct a hydrogeologic investigation to
develop hydrogeologic information for the following uses:
1) Provide information to perform a groundwater impact
assessment; and
2) Provide information to establish a groundwater monitoring system.
b) General Requirements
1) The investigation shall be conducted in a minimum of three
phases prior to submission of any application to the Agency for a permit to
develop and operate a landfill facility.
2) The study area shall consist of the entire area occupied by
the facility and any adjacent related areas, if necessary for the purposes of
the hydrogeological investigation set forth in subsection (a).
3) All borings shall be sampled continuously at all recognizable
points of geologic variation, except that where continuous sampling is
impossible or where non-continuous sampling can provide equivalent information,
samples shall be obtained at intervals no greater than 1.52 meters (five feet)
in homogeneous strata.
c) Minimum Requirements for a Phase I Investigation
1) The operator shall conduct a Phase I Investigation to develop
the following information:
A) Climatic aspects of the study area;
B) The regional and study area geologic setting, including a
description of the geomorphology and stratigraphy of the area;
C) The regional groundwater regime including water table depths
and aquifer characteristics; and
D) Information for the purpose of designing a Phase II
Hydrogeologic Investigation.
2) Specific Requirements
A) The regional hydrogeologic setting of the unit shall be
established by using material available from all possible sources, including,
but not limited to, the Illinois Scientific Surveys, the Agency, other State
and Federal organizations, water well drilling logs, and previous
investigations.
B) A minimum of one continuously sampled boring shall be drilled
on the site, as close as feasible to the geographic center, to determine if the
available regional hydrogeologic setting information is accurate and to
characterize the site-specific hydrogeology to the extent specified by this
phase of the investigation. The boring shall extend at least 15.2 meters (50
feet) below the bottom of the uppermost aquifer or through the full depth of
the confining layer below the uppermost aquifer, or to bedrock, if the bedrock
is below the upper most aquifer, whichever elevation is higher. The locations
of any additional borings, required under this subsection, may be chosen by the
investigator, but shall be sampled continuously.
d) Minimum Requirements for a Phase II Investigation
1) Information to be developed
Using the information developed in the Phase I survey, a
Phase II study shall be conducted to collect the site-specific information
listed below as needed to augment data collected during the Phase I
investigation and to prepare for the Phase III investigation:
A) Structural characteristics and distribution of underlying
strata including bedrock;
B) Chemical and physical properties including, but not limited to,
lithology, mineralogy, and hydraulic characteristics of underlying strata
including those below the uppermost aquifer;
C) Soil characterisitics, including soil types, distribution,
geochemical and geophysical characteristics;
D) The hydraulic conductivities of the uppermost aquifer and all
strata above it;
E) The vertical extent of the uppermost aquifer;
F) The direction and rate of groundwater flow.
2) Specific Requirements
A) One boring shall be located as close as feasible to the
topographical high point, and another shall be located as close as feasible to
the topographical low point of the study area.
B) At least one boring shall be at or near each corner of the
site. Where the property is irregularly shaped the borings shall be located
near the boundary in a pattern and spacing necessary to obtain data over the
entire study area.
C) Additional borings may be located at intermediate points at
locations and spacings necessary to establish the continuity of the
stratigraphic units.
D) Piezometers and groundwater monitoring wells shall be
established to determine the direction and flow characteristics of the groundwater
in all strata and extending down to the bottom of the uppermost aquifer. Groundwater
samples taken from such monitoring wells shall be used to develop preliminary
information needed for establishing background concentrations in accordance
with subsection (e)(1)(G).
E) Other methods may be utilized to confirm or accumulate
additional information. Such methods may be used only as a supplement to, not
in lieu of, site-specific boring information. Other methods include, but are
not limited to, geophysical well logs, geophysical surveys, aerial photography,
age dating, and test pits.
e) Minimum Standards for a Phase III Investigation
1) Using the information developed during the Phase I and Phase
II Investigations, the operator shall conduct a Phase III Investigation. This
investigation shall be conducted to collect or augment the site-specific
information needed to carry out the following:
A) Verification and reconciliation of the information collected in
the Phase I and II investigations;
B) Characterization of potential pathways for contaminant
migration;
C) Correlation of stratigraphic units between borings;
D) Continuity of petrographic features including, but not limited
to, sorting, grain size distribution, cementation and hydraulic conductivity;
E) Identification of zones of potentially high hydraulic
conductivity;
F) Identification of the confining layer, if present;
G) Concentrations of chemical constituents present in the
groundwater below the unit, down to the bottom of the uppermost aquifer, using
a broad range of chemical analysis and detection procedures such as, gas
chromatographic and mass spectrometric scanning. However, additional
measurements and procedures shall be carried out to establish background
concentrations, in accordance with Section 811.320(d), for:
i) Any constituent for which there is a standard at 35 Ill. Adm.
Code 620 established by the Board and which is expected to appear in the
leachate; and
ii) Any other constituent for which there is no Board-established
standard, but which is expected to appear in the leachate at concentrations
above PQL, as defined in Section 811.319(a)(4)(A) for that constituent;
H) Characterization of the seasonal and temporal, naturally and artificially
induced, variations in groundwater quality and groundwater flow; and
I) Identification of unusual or unpredicted geologic features,
including: fault zones, fracture traces, facies changes, solution channels,
buried stream deposits, cross cutting structures and other geologic features
that may affect the ability of the operator to monitor the groundwater or
predict the impact of the disposal facility on groundwater.
2) In addition to the specific requirements applicable to Phase I
and II investigations, the operator shall collect information needed to meet
the minimum standards of a Phase III investigation by using methods that may
include, but not limited to excavation of test pits, additional borings located
at intermediate points between boreholes placed during Phase I and II
investigations, placement of piezometers and monitoring wells, and institution
of procedures for sampling and analysis.
f) The operator may conduct the hydrogeologic investigation in
any number of alternative ways provided that the necessary information is
collected in a systematic sequence consisting of at least three phases that is
equal to or superior to the investigation procedures of this Section.
(Source: Amended at 31 Ill.
Reg. 16171, effective November 27, 2007)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.316 PLUGGING AND SEALING OF DRILL HOLES
Section 811.316 Plugging and
Sealing of Drill Holes
All drill holes, including
exploration borings that are not converted into monitoring wells, monitoring
wells that are no longer necessary to the operation of the site, and other
holes that may cause or facilitate contamination of groundwater shall be sealed
in accordance with the following standards:
a) If not sealed or plugged immediately, the drill hole shall be
covered to prevent injury to people or animals.
b) All drill holes no longer intended for use shall be backfilled
with materials that are compatible with the geochemistry of the site and with
the leachate in sufficient quantities and in such a way as to prevent the
creation of a pathway for contaminants to migrate.
c) For drill holes in gravels and other permeable strata where a
watertight seal is not necessary to prevent the creation of a pathway, drill
cuttings and other earthen materials may be utilized as backfill.
d) All excess drilling mud, oil, drill cuttings, and any other
contaminated materials uncovered during or created by drilling shall be
disposed of in accordance with the requirements of 35 Ill. Adm. Code 700
through 749, 807 and 809 through 815.
e) The operator shall restore the area around the drill hole to
its original condition.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.317 GROUNDWATER IMPACT ASSESSMENT
Section 811.317 Groundwater
Impact Assessment
The impacts of the seepage of
leachate from the unit shall be assessed in a systematic fashion using the
techniques described in this Section.
a) Procedures for Performing the Groundwater Impact Assessment
1) The operator shall estimate the amount of seepage from the
unit during operations which assume:
A) That the minimum design standards for slope configuration,
cover, liner, leachate drainage and collection system apply; and
B) That the actual design standards planned for the unit apply.
Other designs for the unit may be used if determined by the operator to be
appropriate to demonstrate the impacts to groundwater, pursuant to subsection
(b).
2) The concentration of constituents in the leachate shall be
determined from actual leachate samples from the waste or similar waste, or
laboratory derived extracts.
3) A contaminant transport model meeting the standards of
subsection (c) shall be utilized to estimate the concentrations of the leachate
constituents over time and space. The Agency must review a groundwater
contaminant transport model for acceptance in accordance with 35 Ill. Adm. Code
813.111.
b) Acceptable Groundwater Impact Assessment
The groundwater contaminant transport (GCT) model results
shall be used in the assessment of the groundwater impact. The groundwater
impact shall be considered acceptable if the GCT model predicts that the
concentrations of all constituents of the leachate outside the zone of
attenuation are less than the applicable groundwater quality standards of Section
811.320, within 100 years of closure of the unit.
c) Standards for the Contaminant Transport Model
1) The model shall have supporting documentation that establishes
its ability to represent groundwater flow and contaminant transport and any
history of its previous applications.
2) The set of equations representing groundwater movement and
contaminant transort must be theoretically sound and well documented.
3) The numerical solution methods must be based upon sound
mathematical principles and be supported by verification and checking
techniques.
4) The model must be calibrated against site specific field data
developed pursuant to this Part.
5) A sensitivity analysis shall be conducted to measure the
model's response to changes in the values assigned to major parameters,
specified error tolerances, and numerically assigned space and time
discretizations.
6) Mass balance calculations on selected elements in the model
shall be performed to verify physical validity. Where the model does not
prescribe the amount of mass entering the system as a boundary condition, this
step may be ignored.
7) The values of the model's parameters requiring site specific
data shall be based upon actual field or laboratory measurements.
8) The values of the model's parameters which do not require site
specific data shall be supported by laboratory test results or equivalent
methods documenting the validity of the chosen parametric values.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.318 DESIGN, CONSTRUCTION, AND OPERATION OF GROUNDWATER MONITORING SYSTEMS
Section 811.318 Design,
Construction, and Operation of Groundwater Monitoring Systems
a) All potential sources of discharges to groundwater within the
facility, including, but not limited to, all waste disposal units and the
leachate management system, shall be identified and studied through a network
of monitoring wells operated during the active life of the unit and for the
time after closure specified in accordance with Section 811.319. Monitoring
wells designed and constructed as part of the monitoring network shall be
maintained along with records that include, but are not limited to, exact well
location, well size, type of well, the design and construction practice used in
its installation and well and screen depths.
b) Standards for the Location of Monitoring Points
1) A network of monitoring points shall be established at
sufficient locations downgradient with respect to groundwater flow and not
excluding the downward direction, to detect any discharge of contaminants from
any part of a potential source of discharge.
2) Monitoring wells shall be located in stratigraphic horizons that
could serve as contaminant migration pathways.
3) Monitoring wells shall be established as close to the
potential source of discharge as possible without interfering with the waste
disposal operations, and within half the distance from the edge of the
potential source of discharge to the edge of the zone of attenuation
downgradient, with respect to groundwater flow, from the source.
4) The network of monitoring points of several potential sources
of discharge within a single facility may be combined into a single monitoring
network, provided that discharges from any part of all potential sources can
be detected.
5) A minimum of at least one monitoring well shall be established
at the edge of the zone of attenuation and shall be located downgradient with
respect to groundwater flow and not excluding the downward direction, from the
unit. Such well or wells shall be used to monitor any statistically
significant increase in the concentration of any constituent, in accordance
with Section 811.320(e) and shall be used for determining compliance with an
applicable groundwater quality standard of Section 811.320. An observed
statistically significant increase above the applicable groundwater quality
standards of Section 811.320 in a well located at or beyond the compliance
boundary shall constitute a violation.
c) Maximum Allowable Predicted Concentrations
The operator
shall use the same calculation methods, data, and assumptions as used in the
groundwater impact assessment to predict the concentration over time and space
of all constituents chosen to be monitored in accordance with Section 811.319
at all monitoring points. The predicted values shall be used to establish the
maximum allowable predicted concentrations (MAPC) at each monitoring point. The
MAPCs calculated in this subsection shall be applicable within the zone of
attenuation.
d) Standards for Monitoring Well Design and Construction
1) All monitoring wells shall be cased in a manner that maintains
the integrity of the bore hole. The casing material shall be inert so as not
to affect the water sample. Casing requiring solvent-cement type couplings
shall not be used.
2) Wells shall be screened to allow sampling only at the desired
interval. Annular space between the borehole wall and well screen section
shall be packed with gravel sized to avoid clogging by the material in the zone
being monitored. The slot size of the screen shall be designed to minimize
clogging. Screens shall be fabricated from material expected to be inert with
respect to the constituents of the groundwater to be sampled.
3) Annular space above the well screen section shall be sealed
with a relatively impermeable, expandable material such as a cement/bentonite
grout, which does not react with or in any way affect the sample, in order to
prevent contamination of samples and groundwater and avoid interconnections.
The seal shall extend to the highest known seasonal groundwater level.
4) The annular space shall be back-filled with expanding cement
grout from an elevation below the frost line and mounded above the surface and
sloped away from the casing so as to divert surface water away.
5) The annular space between the upper and lower seals and in the
unsaturated zone may be back-filled with uncontaminated cuttings.
6) All wells shall be covered with vented caps and equipped with
devices to protect against tampering and damage.
7) All wells shall be developed to allow free entry of water,
minimize turbidity of the sample, and minimize clogging.
8) The transmissivity of the zone surrounding all well screens
shall be established by field testing techniques.
9) Other sampling methods and well construction techniques may be
utilized if they provide equal or superior performance to the requirements of
this subsection.
e) Standards for Sample Collection and Analysis
1) The groundwater monitoring program shall include consistent
sampling and analysis procedures to assure that monitoring results can be
relied upon to provide data representative of groundwater quality in the zone
being monitored.
2) The operator shall utilize procedures and techniques to insure
that collected samples are representative of the zone being monitored and that
prevent cross contamination of samples from other monitoring wells or from
other samples. At least 95 percent of a collected sample shall consist of
groundwater from the zone being monitored.
3) The operator shall establish a quality assurance program that
provides quantitative detection limits and the degree of error for analysis of
each chemical constituent.
4) The operator shall establish a sample preservation and
shipment procedure that maintains the reliability of the sample collected for
analysis.
5) The operator shall institute a chain of custody procedure to
prevent tampering and contamination of the collected samples prior to
completion of analysis.
6) At a minimum, the operator shall sample the following
parameters at all wells at the time of sample collection and immediately before
filtering and preserving samples for shipment:
A) The elevation of the water table;
B) pH;
C) The temperature of the sample; and
D) Specific Conductance.
7) The operator must measure the depth of the well below ground
on an annual basis, at wells that do not contain dedicated pumps. The operator
must measure the depth of the well below ground every 5 years, or whenever the
pump is pulled, in wells with dedicated pumps.
8) In addition to the requirements of subsections (e)(1) through
(e)(6), the following requirements shall apply to MSWLF units:
A) Each time groundwater is sampled, an owner or operator of a
MSWLF unit shall:
i) Measure the groundwater elevations in each well immediately
prior to purging; and
ii) Determine the rate and direction of ground-water flow.
B) An owner or operator shall measure groundwater elevations in
wells which monitor the same waste management area within a period of time
short enough to avoid temporal variations in groundwater flow which could
preclude accurate determination of groundwater flow rate and direction.
BOARD NOTE:
Subsection (e)(7) is derived from 40 CFR 258.53(d) (1992).
(Source: Amended at 31 Ill.
Reg. 16171, effective November 27, 2007)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.319 GROUNDWATER MONITORING PROGRAMS
Section 811.319 Groundwater
Monitoring Programs
a) Detection Monitoring Program. Any use of the term maximum
allowable predicted concentration in this Section is a reference to Section
811.318(c). The operator must implement a detection monitoring program in
accordance with the following requirements:
1) Monitoring Schedule and Frequency
A) The monitoring period must begin as soon as waste is placed
into the unit of a new landfill or before September 18,
1991 for an existing landfill. Monitoring must continue for a minimum
period of 15 years after closure, or in the case of MSWLF units, a minimum
period of 30 years after closure, except as otherwise provided by subsection
(a)(1)(C). The operator must sample all monitoring points for all potential
sources of contamination on a quarterly basis except as specified in subsection
(a)(3), for a period of five years from the date of issuance of the initial
permit for significant modification under 35 Ill. Adm. Code 814.104 or a permit
for a new unit under 35 Ill. Adm. Code 813.104. After the initial five-year
period, the sampling frequency for each monitoring point must be reduced to a
semi-annual basis, provided the operator has submitted the certification
described in 35 Ill. Adm. Code 813.304(b). Alternatively, after the initial
five-year period, the Agency must allow sampling on a semi-annual basis if the
operator demonstrates that monitoring effectiveness has not been compromised,
that sufficient quarterly data has been collected to characterize groundwater,
and that leachate from the monitored unit does not constitute a threat to groundwater.
For the purposes of this Section, the source must be considered a threat to
groundwater if the results of the monitoring indicate either that the
concentrations of any of the constituents monitored within the zone of
attenuation is above the maximum allowable predicted concentration for that
constituent or, for existing landfills, subject to Subpart D of 35 Ill. Adm.
Code 814, that the concentration of any constituent has exceeded the applicable
standard at the compliance boundary as defined in 35 Ill. Adm. Code
814.402(b)(3).
B) Beginning 15 years after closure of the unit, or five years
after all other potential sources of discharge no longer constitute a threat to
groundwater, as defined in subsection (a)(1)(A), the monitoring frequency may
change on a well by well basis to an annual schedule if either of the following
conditions exist. However, monitoring must return to a quarterly schedule at
any well if a statistically significant increase is determined to have occurred
in accordance with Section 811.320(e), in the concentration of any constituent
with respect to the previous sample.
i) All constituents monitored within the zone of attenuation
have returned to a concentration less than or equal to ten percent of the
maximum allowable predicted concentration; or
ii) All constituents monitored within the zone of attenuation are
less than or equal to their maximum allowable predicted concentration for eight
consecutive quarters.
C) Monitoring must be continued for a minimum period of: 30 years
after closure at MSWLF units, except as otherwise provided by subsections
(a)(1)(D) and (a)(1)(E); five years after closure at landfills, other than
MSWLF units, which are used exclusively for disposing waste generated at the
site; or 15 years after closure at all other landfills regulated under this
Part. Monitoring, beyond the minimum period, may be discontinued under the
following conditions:
i) No statistically significant increase is detected in the
concentration of any constituent above that measured and recorded during the
immediately preceding scheduled sampling for three consecutive years, after
changing to an annual monitoring frequency; or
ii) Immediately after contaminated leachate is no longer
generated by the unit.
D) The Agency may reduce the groundwater monitoring period at a
MSWLF unit upon a demonstration by the owner or operator that the reduced
period is sufficient to protect human health and environment.
E) An owner or operator of a MSWLF unit must petition the Board
for an adjusted standard in accordance with Section 811.303, if the owner or
operator seeks a reduction of the post-closure care monitoring period for all
of the following requirements:
i) Inspection and maintenance (Section 811.111);
ii) Leachate collection (Section 811.309);
iii) Gas monitoring (Section 811.310); and
iv) Groundwater monitoring (Section 811.319).
BOARD NOTE:
Changes to subsections (a)(1)(A), (a)(1)(C), (a)(1)(D), and (a)(1)(E) are
derived from 40 CFR 258.61.
2) Criteria for Choosing Constituents to be Monitored
A) The operator must monitor each well for constituents that will
provide a means for detecting groundwater contamination. Constituents must be
chosen for monitoring if they meet the following requirements:
i) The constituent appears in, or is expected to be in, the
leachate; and
ii) Is
contained within the following list of constituents:
Ammonia nitrogen (dissolved) (CAS No. 7664-41-7)
Arsenic
(dissolved) (CAS No. 7440-38-2)
Boron
(dissolved) (CAS No. 7440-42-8)
Cadmium
(dissolved) (CAS No. 7440-43-9)
Chloride
(dissolved) (CAS No. 16887-00-6)
Chromium (dissolved) (CAS No. 7447-47-3)
Cyanide
(total) (CAS No. 57-12-5)
Lead (dissolved) (CAS No. 7439-92-1)
Magnesium (dissolved) (CAS No. 7439-95-4)
Mercury (dissolved) (CAS No. 7439-97-6)
Nitrate (dissolved) (CAS No. 14797-55-8)
Sulfate (dissolved) (CAS No. 14808-79-8)
Total dissolved solids (TDS)
Zinc (dissolved) (CAS No. 7440-66-6)
iii) This is the minimum
list for MSWLFs.
iv) Any facility accepting more than 50% by volume
non-municipal waste must determine additional indicator parameters based upon
leachate characteristic and waste content.
B) One or more indicator constituents, representative of the
transport processes of constituents in the leachate, may be chosen for
monitoring in place of the constituents it represents. The use of such
indicator constituents must be included in an Agency approved permit.
3) Organic Chemicals Monitoring. The operator must monitor each
existing well that is being used as a part of the monitoring well network at
the facility before September 18, 1991, and monitor each new well within the
three months after its establishment. The monitoring required by this subsection
(a)(3) must be for a broad range of organic chemical contaminants in accordance
with the following procedures:
A) The analysis must be at least as comprehensive and sensitive as
the tests for the 51 organic chemicals in drinking water described at 40 CFR
141.40 and appendix I of 40 CFR 258, each incorporated by reference at 35 Ill.
Adm. Code 810.104 and:
|
Acetone (CAS No. 67-64-1)
|
|
Acrylonitrile (CAS No. 107-13-1)
|
|
Benzene (CAS No. 71-43-2)
|
|
Bromobenzene (CAS No. 108-86-1)
|
|
Bromochloromethane (CAS No. 74-97-5)
|
|
Bromodichloromethane (CAS No. 75-27-0)
|
|
Bromoform; tribromomethane (CAS No. 75-25-2)
|
|
n-Butylbenzene (CAS No. 104-51-8)
|
|
sec-Butylbenzene (CAS No. 135-98-8)
|
|
tert-Butylbenzene (CAS No. 98-06-6)
|
|
Carbon disulfide (CAS No. 75-15-0)
|
|
Carbon tetrachloride (CAS No. 56-23-5)
|
|
Chlorobenzene (CAS No. 108-90-7)
|
|
Chloroethane (CAS No. 75-00-3)
|
|
Chloroform; trichloromethane (CAS No. 67-66-3)
|
|
o-Chlorotoluene (CAS No. 95-49-8)
|
|
p-Chlorotoluene (CAS No. 106-43-4)
|
|
Dibromochloromethane (CAS No. 124-48-1)
|
|
1,2-Dibromo-3-chloropropane (CAS No. 106-43-4)
|
|
1,2-Dibromoethane (CAS No. 106-93-4)
|
|
1,2-Dichlorobenzene (CAS No. 95-50-1)
|
|
1,3-Dichlorobenzene (CAS No. 541-73-1)
|
|
1,4-Dichlorobenzene (CAS No. 106-46-7)
|
|
trans-1,4-Dichloro-2-butene (CAS No. 110-57-6)
|
|
Dichlorodifluoromethane (CAS No. 75-71-8)
|
|
1,1-Dichloroethane (CAS No. 75-34-3)
|
|
1,2-Dichloroethane (CAS No. 107-06-2)
|
|
1,1-Dichloroethylene (CAS No. 75-35-4)
|
|
cis-1,2-Dichloroethylene (CAS No. 156-59-2)
|
|
trans-1,2-Dicloroethylene (CAS No. 156-60-5)
|
|
1,2-Dichloropropane (CAS No. 78-87-5)
|
|
1,3-Dichloropropane (CAS No. 142-28-9)
|
|
2,2-Dichloropropane (CAS No. 594-20-7)
|
|
1,1-Dichloropropene (CAS No. 563-58-6)
|
|
1,3-Dichloropropene (CAS No. 542-75-6)
|
|
cis-1,3-Dichloropropene (CAS No. 10061-01-5)
|
|
trans-1,3-Dichloropropene (CAS No. 10061-02-6)
|
|
Ethylbenzene (CAS No. 100-41-4)
|
|
Hexachlorobutadiene (CAS No. 87-68-3)
|
|
2-Hexanone; methyl butyl ketone (CAS No. 591-78-6)
|
|
Isopropylbenzene (CAS No. 98-82-8)
|
|
p-Isopropyltoluene (CAS No. 99-87-6)
|
|
Methyl bromide; bromomethane (CAS No. 74-83-9)
|
|
Methyl chloride; chloromethane (CAS No. 74-87-3)
|
|
Methylene bromide; dibromomethane (CAS No. 74-95-3)
|
|
Dichloromethane (CAS No. 75-09-2)
|
|
Methyl ethyl ketone (CAS No. 78-93-3)
|
|
Methyl iodide; iodomethane (CAS No. 74-88-4)
|
|
4-Methyl-2-pentanone (CAS No. 108-10-1)
|
|
Naphthalene (CAS No. 91-20-3)
|
|
Oil and Grease (hexane soluble)
|
|
n-Propylbenzene (CAS No. 103-65-1)
|
|
Styrene (CAS No. 100-42-5)
|
|
1,1,1,2-Tetrachloroethane (CAS No. 630-20-6)
|
|
1,1,2,2-Tetrachloroethane (CAS No. 79-34-5)
|
|
Tetrachloroethylene (CAS No. 127-18-4)
|
|
Tetrahydrofuran (CAS No. 109-99-9)
|
|
Toluene (CAS No. 108-88-3-23-8)
|
|
Total Phenolics
|
|
1,2,3-Trichlorobenzene
|
|
1,2,4-Trichlorobenzene (CAS No. 120-82-1)
|
|
1,1,1-Trichloroethane (CAS No. 71-55-6)
|
|
1,1,2-Trichloroethane (CAS No. 79-00-5)
|
|
Trichloroethylene (CAS No. 79-01-6)
|
|
Trichlorofluoromethane (CAS No. 75-69-4)
|
|
1,2,3-Trichloropropane (CAS No. 96-18-4)
|
|
1,2,4-Trimethylbenzene (CAS No. 526-73-8)
|
|
1,3,5-Trimethylbenzene (CAS No. 108-67-8)
|
|
Vinyl acetate (CAS No. 108-05-4)
|
|
Vinyl chloride (CAS No. 75-01-4)
|
|
Xylenes (CAS No. 1330-20-7)
|
B) At least once every two years, the operator must monitor each
well in accordance with subsection (a)(3)(A).
C) The operator of a MSWLF unit must monitor each well in
accordance with subsection (a)(3)(A) on a semi-annual basis.
BOARD NOTE: Subsection
(a)(3)(C) is derived from 40 CFR 258.54(b).
4) Confirmation of Monitored Increase
A) The confirmation procedures of this subsection must be used
only if the concentrations of the constituents monitored can be measured at or
above the practical quantitation limit (PQL). The PQL is defined as the lowest
concentration that can be reliably measured within specified limits of
precision and accuracy, under routine laboratory operating conditions. The
operator must institute the confirmation procedures of subsection (a)(4)(B) after
notifying the Agency in writing, within 10 days, of observed increases:
i) The concentration of any inorganic constituent monitored in
accordance with subsections (a)(1) and (a)(2) shows a progressive increase over
eight consecutive monitoring events;
ii) The concentration of any constituent exceeds the maximum
allowable predicted concentration at an established monitoring point within the
zone of attenuation;
iii) The concentration of any constituent monitored in accordance
with subsection (a)(3) exceeds the preceding measured concentration at any
established monitoring point; and
iv) The concentration of any constituent monitored at or beyond
the zone of attenuation exceeds the applicable groundwater quality standards of
Section 811.320.
B) The confirmation procedures must include the following:
i) The operator must verify any observed increase by taking
additional samples within 90 days after the initial sampling event and ensure
that the samples and sampling protocol used will detect any statistically
significant increase in the concentration of the suspect constituent in
accordance with Section 811.320(e), so as to confirm the observed increase.
The operator must notify the Agency of any confirmed increase before the end of
the next business day following the confirmation.
ii) The operator must determine the source of any confirmed
increase, which may include, but must not be limited to, natural phenomena,
sampling or analysis errors, or an offsite source.
iii) The operator must notify the Agency in writing of any
confirmed increase. The notification must demonstrate a source other than the
facility and provide the rationale used in such a determination. The notification must be submitted to the Agency no later
than 180 days after the original sampling event. If the facility is permitted
by the Agency, the notification must be filed for review as a significant
permit modification under Subpart B of 35 Ill. Adm. Code 813.
iv) If an
alternative source demonstration described in subsections (a)(4)(B)(ii) and (a)(4)(B)(iii)
cannot be made, assessment monitoring is required in accordance with subsection
(b).
v) If an alternative source demonstration, submitted to the
Agency as an application, is denied under 35 Ill. Adm. Code 813.105, the
operator must commence sampling for the constituents listed in subsection
(b)(5), and submit an assessment monitoring plan as a significant permit
modification, both within 30 days after the dated notification of Agency
denial. The operator must sample the well or wells that exhibited the
confirmed increase.
b) Assessment Monitoring. The operator must begin an assessment
monitoring program in order to confirm that the solid waste disposal facility
is the source of the contamination and to provide information needed to carry
out a groundwater impact assessment in accordance with subsection (c). The
assessment monitoring program must be conducted in accordance with the
following requirements:
1) The assessment monitoring must be conducted in accordance with
this subsection to collect information to assess the nature and extent of
groundwater contamination. The owner or operator of a MSWLF unit must comply
with the additional requirements prescribed in subsection (b)(5). The
assessment monitoring must consist of monitoring of additional constituents
that might indicate the source and extent of contamination. In addition,
assessment monitoring may include any other investigative techniques that will
assist in determining the source, nature and extent of the contamination, which
may consist of, but need not be limited to the following:
A) More frequent sampling of the wells in which the observation
occurred;
B) More frequent sampling of any surrounding wells; and
C) The placement of additional monitoring wells to determine the
source and extent of the contamination.
2) Except as provided for in subsections
(a)(4)(B)(iii) and (a)(4)(B)(v), the operator of the facility for which
assessment monitoring is required must file the plans for an assessment
monitoring program with the Agency. If the facility is permitted by the
Agency, then the plans must be filed for review as a significant permit
modification under Subpart B of 35 Ill. Adm. Code 813 within 180 days after the
original sampling event. The assessment monitoring program must be implemented
within 180 days after the original sampling event in accordance with subsection
(a)(4) or, in the case of permitted facilities, within 45 days after Agency
approval.
3) If the analysis of the assessment monitoring data shows that
the concentration of one or more constituents, monitored at or beyond the zone
of attenuation is above the applicable groundwater quality standards of Section
811.320 and is attributable to the solid waste disposal facility, then the
operator must determine the nature and extent of the groundwater contamination
including an assessment of the potential impact on the groundwater should waste
continue to be accepted at the facility and must implement the remedial action
in accordance with subsection (d).
4) If the analysis of the assessment monitoring data shows that
the concentration of one or more constituents is attributable to the solid
waste disposal facility and exceeds the maximum allowable predicted
concentration within the zone of attenuation, then the operator must conduct a
groundwater impact assessment in accordance with the requirements of subsection
(c).
5) In addition to the requirements of subsection (b)(1), to
collect information to assess the nature and extent of groundwater
contamination, the following requirements are applicable to MSWLF units:
A) The monitoring of additional constituents under subsection (b)(1)
must include, at a minimum (except as otherwise provided in subsection
(b)(5)(E)), the constituents listed in appendix II of 40 CFR 258, incorporated
by reference at 35 Ill. Adm. Code 810.104, and constituents from 35 Ill. Adm.
Code 620.410.
BOARD NOTE: Subsection (b)(5)(A) is derived from 40 CFR 258.55(b).
B) Within 14 days after obtaining the results of sampling required
under subsection (b)(5)(A), the owner or operator must do as follows:
i) The owner or operator must place a notice in the operating
record identifying the constituents that have been detected; and
ii) The owner or operator must notify the Agency that such a
notice has been placed in the operating record.
BOARD NOTE:
Subsection (b)(5)(B) is derived from 40 CFR 258.55(d)(1).
C) The owner or operator must establish background concentrations
for any constituents detected under subsection (b)(5)(A) in accordance with
Section 811.320(e).
BOARD
NOTE: Subsection (b)(5)(C) is derived from 40 CFR 258.55(d)(3).
D) Within 90 days after the initial monitoring in accordance with
subsection (b)(5)(A), the owner or operator must monitor for the detected constituents
listed in appendix II of 40 CFR 258, incorporated by reference in 35 Ill. Adm.
Code 810.104, and 35 Ill. Adm. Code 620.410 on a semiannual basis during the
assessment monitoring. The operator must monitor all the constituents listed
in appendix II of 40 CFR 258 and 35 Ill. Adm. Code 620.410 on an annual basis
during assessment monitoring.
BOARD
NOTE: Subsection (b)(5)(D) is derived from 40 CFR 258.55(d)(2).
E) The owner or operator may request the Agency to delete any of
the 40 CFR 258 and 35 Ill. Adm. Code 620.410 constituents by demonstrating to
the Agency that the deleted constituents are not reasonably expected to be in
or derived from the waste contained in the leachate.
BOARD
NOTE: Subsection (b)(5)(E) is derived from 40 CFR 258.55(b).
F) Within 14 days after finding an exceedance above the
applicable groundwater quality standards in accordance with subsection (b)(3),
the owner or operator must do as follows:
i) The owner or operator must place a notice in the operating
record that identifies the constituents monitored under subsection (b)(1)(D) that
have exceeded the groundwater quality standard;
ii) The owner or operator must notify the Agency and the
appropriate officials of the local municipality or county within whose
boundaries the site is located that such a notice has been placed in the
operating record; and
iii) The owner or operator must notify all persons who own land or
reside on land that directly overlies any part of the plume of contamination if
contaminants have migrated off-site.
BOARD NOTE:
Subsection (b)(5)(F) is derived from 40 CFR 258.55(g)(1)(i) through (g)(1)(iii).
G) If the concentrations of all constituents in appendix II of 40
CFR 258, incorporated by reference in 35 Ill. Adm. Code 810.104, and 35 Ill.
Adm. Code 620.410 are shown to be at or below background values, using the
statistical procedures in Section 811.320(e), for two consecutive sampling
events, the owner or operator must notify the Agency of this finding and may
stop monitoring the appendix II of 40 CFR 258 and 35 Ill. Adm. Code 620.410 constituents.
BOARD NOTE:
Subsection (b)(5)(G) is derived from 40 CFR 258.55(e).
c) Assessment of Potential Groundwater Impact. An operator
required to conduct a groundwater impact assessment in accordance with
subsection (b)(4) must assess the potential impacts outside the zone of
attenuation that may result from confirmed increases above the maximum
allowable predicted concentration within the zone of attenuation, attributable
to the facility, in order to determine if there is need for remedial action.
In addition to the requirements of Section 811.317, the following requirements apply:
1) The operator must utilize any new information developed since
the initial assessment and information from the detection and assessment
monitoring programs and such information may be used for the recalibration of
the GCT model; and
2) The operator must submit the groundwater impact assessment and
any proposed remedial action plans determined necessary under subsection (d) to
the Agency within 180 days after the start of the assessment monitoring
program.
d) Remedial Action. The owner or operator of a MSWLF unit must conduct
corrective action in accordance with Sections 811.324, 811.325, and 811.326. The
owner or operator of a landfill facility, other than a MSWLF unit, must conduct
remedial action in accordance with this subsection (d).
1) The operator must submit plans for the remedial action to the
Agency. Such plans and all supporting information including data collected
during the assessment monitoring must be submitted within 90 days after
determination of either of the following:
A) The groundwater impact assessment, performed in accordance with
subsection (c), indicates that remedial action is needed; or
B) Any confirmed increase above the applicable groundwater quality
standards of Section 811.320 is determined to be attributable to the solid
waste disposal facility in accordance with subsection (b).
2) If the facility has been issued a permit by the Agency, then
the operator must submit this information as an application for significant
modification to the permit;
3) The operator must implement the plan for remedial action
program within 90 days after the following:
A) Completion of the groundwater impact assessment that requires
remedial action;
B) Establishing that a violation of an applicable groundwater
quality standard of Section 811.320 is attributable to the solid waste disposal
facility in accordance with subsection (b)(3); or
C) Agency approval of the remedial action plan, if the facility
has been permitted by the Agency.
4) The remedial action program must consist of one or a
combination of one of more of the following solutions:
A) Retrofit additional groundwater protective measures within the
unit;
B) Construct an additional hydraulic barrier, such as a cutoff
wall or slurry wall system;
C) Pump and treat the contaminated groundwater; or
D) Any other equivalent technique that will prevent further
contamination of groundwater.
5) Termination of the Remedial Action Program
A) The remedial action program must continue in accordance with
the plan until monitoring shows that the concentrations of all monitored
constituents are below the maximum allowable predicted concentration within the
zone of attenuation, below the applicable groundwater quality standards of
Section 811.320 at or beyond the zone of attenuation, over a period of four
consecutive quarters no longer exist.
B) The operator must submit to the Agency all information
collected under subsection (d)(5)(A). If the facility is permitted, then the
operator must submit this information as a significant modification of the
permit.
(Source: Amended at 44 Ill.
Reg. 15577, effective September 3, 2020)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.320 GROUNDWATER QUALITY STANDARDS
Section 811.320 Groundwater
Quality Standards
a) Applicable Groundwater Quality Standards
1) Groundwater quality must be maintained at each constituent's
background concentration, at or beyond the zone of attenuation. The applicable
groundwater quality standard established for any constituent must be:
A) The background concentration; or
B) The Board established standard adjusted by the Board in
accordance with the justification procedure of subsection (b).
2) Any statistically significant increase above an applicable
groundwater quality standard established under subsection (a)(1) that is
attributable to the facility and that occurs at or beyond the zone of
attenuation within 100 years after closure of the last unit accepting waste
within such a facility must constitute a violation.
3) For the purposes of this Part:
A) "Background concentration" means that concentration
of a constituent that is established as the background in accordance with
subsection (d); and
B) "Board established standard" is the concentration of
a constituent adopted by the Board as a groundwater quality standard adopted by
the Board under Section 14.4 of the Act or Section 8 of the Illinois
Groundwater Protection Act [415 ILCS 55].
b) Justification for Adjusted Groundwater Quality Standards
1) An operator may petition the Board for an adjusted groundwater
quality standard in accordance with the procedures specified in Section 28.1 of
the Act and 35 Ill. Adm. Code 104.Subpart D.
2) For groundwater that contains naturally occurring constituents
that meet the applicable requirements of 35 Ill. Adm. Code 620.410, 620.420,
620.430, or 620.440 the Board will specify adjusted groundwater quality
standards no greater than those of 35 Ill. Adm. Code 620.410, 620.420, 620.430
or 620.440, respectively, upon a demonstration by the operator that:
A) The change in standards will not interfere with, or become
injurious to, any present or potential beneficial uses for the water;
B) The change in standards is necessary for economic or social
development, by providing information including, but not limited to, the
impacts of the standards on the regional economy, social disbenefits such as
loss of jobs or closing of landfills, and economic analysis contrasting the
health and environmental benefits with costs likely to be incurred in meeting
the standards; and
C) All technically feasible and economically reasonable methods
are being used to prevent the degradation of the groundwater quality.
3) Notwithstanding subsection (b)(2), in no case must the Board
specify adjusted groundwater quality standards for a MSWLF unit greater than
the following levels:
|
Chemical
|
Concentration
(mg/ℓ)
|
|
Arsenic (CAS No. 7440-38-2)
|
0.05
|
|
Barium (CAS No. 7440-39-3)
|
1.0
|
|
Benzene (CAS No. 71-43-2)
|
0.005
|
|
Cadmium (CAS No. 7440-43-9)
|
0.01
|
|
Carbon tetrachloride (CAS No. 56-23-5)
|
0.005
|
|
Chromium (hexavalent) (CAS No. 18540-29-9)
|
0.05
|
|
1,4-Dichlorobenzene (CAS No. 106-46-7)
|
0.075
|
|
1,2-Dichloroethane (CAS No. 107-06-2)
|
0.005
|
|
1,1-Dichloroethylene (CAS No. 75-35-4)
|
0.007
|
|
2,4-Dichlorophenoxy acetic acid (CAS No. 94-75-7)
|
0.1
|
|
Endrin (CAS No. 72-20-8)
|
0.0002
|
|
Fluoride (CAS No. 16984-48-8)
|
4
|
|
Lindane (CAS No. 58-89-9)
|
0.004
|
|
Lead (CAS No. 7439-92-1)
|
0.05
|
|
Mercury (CAS No. 7439-97-6)
|
0.002
|
|
Methoxychlor (CAS No. 72-43-5)
|
0.1
|
|
Nitrate (CAS No. 14797-55-8)
|
10
|
|
Selenium (CAS No. 7782-49-2)
|
0.01
|
|
Silver (CAS No. 7440-22-4)
|
0.05
|
|
Toxaphene (CAS No. 8001-35-2)
|
0.005
|
|
l,l,l-Trichloroethane (CAS No. 71-55-6)
|
0.2
|
|
Trichloroethylene (CAS No. 79-01-6)
|
0.005
|
|
2,4,5-Trichlorophenoxyacetic acid (CAS No. 93-76-5)
|
0.01
|
|
Vinyl chloride (CAS No. 75-01-4)
|
0.002
|
BOARD NOTE: Subsection (b)(3) is
derived from 40 CFR 258.40 Table 1.
4) For groundwater that contains naturally occurring constituents
that do not meet the standards of 35 Ill. Adm. Code 620.410, 620.420, 620.430,
or 620.440, the Board will specify adjusted groundwater quality standards, upon
a demonstration by the operator that:
A) The groundwater does not presently serve as a source of
drinking water;
B) The change in standards will not interfere with, or become
injurious to, any present or potential beneficial uses for those waters;
C) The change in standards is necessary for economic or social
development, by providing information including, but not limited to, the
impacts of the standards on the regional economy, social disbenefits such as
loss of jobs or closing of landfills, and economic analysis contrasting the
health and environmental benefits with costs likely to be incurred in meeting
the standards; and
D) The groundwater cannot presently, and will not in the future,
serve as a source of drinking water because:
i) It is impossible to remove water in usable quantities;
ii) The groundwater is situated at a depth or location such that
recovery of water for drinking purposes is not technologically feasible or
economically reasonable;
iii) The groundwater is so contaminated that it would be
economically or technologically impractical to render that water fit for human
consumption;
iv) The total dissolved solids content of the groundwater is more
than 3,000 mg/ℓ and that water will not be used to serve a public water
supply system; or
v) The total dissolved solids content of the groundwater exceeds
10,000 mg/ℓ.
c) Determination of the Zone of Attenuation
1) The zone of attenuation, within which concentrations of
constituents in leachate discharged from the unit may exceed the applicable
groundwater quality standard of this Section, is a volume bounded by a vertical
plane at the property boundary or 100 feet from the edge of the unit, whichever
is less, extending from the ground surface to the bottom of the uppermost
aquifer and excluding the volume occupied by the waste.
2) Zones of attenuation must not extend to the annual high-water
mark of navigable surface waters.
3) Overlapping zones of attenuation from units within a single
facility may be combined into a single zone for the purposes of establishing a
monitoring network.
d) Establishment of Background Concentrations
1) The initial monitoring to determine background concentrations must
commence during the hydrogeological assessment required by Section 811.315. The
background concentrations for those parameters identified in Sections 811.315(e)(1)(G)
and 811.319(a)(2) and (a)(3) must be established based on consecutive quarterly
sampling of wells for a minimum of one year, monitored in accordance with the
requirements of subsections (d)(2), (d)(3) and (d)(4). Non-consecutive data
may be considered by the Agency, if only one data point from a quarterly event
is missing, and it can be demonstrated that the remaining data set is
representative of consecutive data in terms of any seasonal or temporal
variation. Statistical tests and procedures must be employed, in accordance
with subsection (e), depending on the number, type and frequency of samples
collected from the wells, to establish the background concentrations.
2) Adjustments to the background concentrations must be made if
changes in the concentrations of constituents observed in background wells over
time are determined, in accordance with subsection (e), to be statistically
significant, and due to natural temporal or spatial variability or due to an
off-site source not associated with the landfill or the landfill activities.
Such adjustments may be conducted no more frequently than once every two years during the operation of a facility and modified subject to
approval by the Agency. Non-consecutive data may be used for an adjustment upon
Agency approval. Adjustments to the background concentration must not be
initiated prior to November 27, 2009 unless required by the Agency.
3) Background concentrations determined in accordance with this
subsection must be used for the purposes of establishing groundwater quality
standards, in accordance with subsection (a). The operator must prepare a list
of the background concentrations established in accordance with this
subsection. The operator must maintain such a list at the facility, must submit
a copy of the list to the Agency for establishing standards in accordance with
subsection (a), and must provide updates to the list within ten days of any
change to the list.
4) A network of monitoring wells must be established upgradient
from the unit, with respect to groundwater flow, in accordance with the
following standards, in order to determine the background concentrations of
constituents in the groundwater:
A) The wells must be located at such a distance that discharges of
contaminants from the unit will not be detectable;
B) The wells must be sampled at the same frequency as other
monitoring points to provide continuous background concentration data,
throughout the monitoring period; and
C) The wells must be located at several depths to provide data on
the spatial variability.
5) A determination of background concentrations may include the
sampling of wells that are not hydraulically upgradient of the waste unit if
the following conditions are met:
A) Hydrogeologic conditions do not allow the owner or operator to
determine what wells are hydraulically upgradient of the waste; and
B) Sampling at other wells will provide an indication of
background concentrations that is representative of that which would have been
provided by upgradient wells.
6) If background concentrations cannot be determined on site,
then alternative background concentrations may be determined from actual
monitoring data from the aquifer of concern, which includes, but is not limited
to, data from another landfill site that overlies the same aquifer.
e) Statistical Analysis of Groundwater Monitoring Data
1) Statistical tests must be used to analyze groundwater
monitoring data. One or more of the normal theory statistical tests must be
chosen first for analyzing the data set or transformations of the data set. If
these normal theory tests are demonstrated to be inappropriate, tests listed in
subsection (e)(4) must be used. The level of significance (Type I error level)
must be no less than 0.01, for individual well comparisons, and no less than
0.05, for multiple well comparisons. The statistical analysis must include,
but not be limited to, the accounting of data below the detection limit of the
analytical method used, the establishment of background concentrations and the
determination of whether statistically significant changes have occurred in:
A) The concentration of any chemical constituent with respect to
the background concentration or maximum allowable predicted concentration; and
B) The established background concentration of any chemical
constituents over time.
2) The statistical test or tests used must be based upon the
sampling and collection protocol of Sections 811.318 and 811.319.
3) Monitored data that are below the level of detection must be
reported as not detected (ND). The level of detection for each constituent must
be the practical quantitation limit (PQL) and must be the lowest concentration that
is protective of human health and the environment, and can be achieved within
specified limits of precision and accuracy during routine laboratory operating
conditions. In no case, must the PQL be established above the level that the
Board has established for a groundwater quality standard under the Illinois
Groundwater Protection Act. The following procedures must be used to analyze
such data, unless an alternative procedure in accordance with subsection (e)(4),
is shown to be applicable:
A) If the percentage of non-detects in the data base used is less
than 15 percent, the operator must replace NDs with the PQL divided by two,
then proceed with the use of one or more of the normal theory statistical
tests;
B) If the percentage of non-detects in the data base used is between
15 and 50 percent, and the data are normally distributed, the operator must use
Cohen's or Aitchison's adjustment to the sample mean and standard deviation,
followed by an applicable statistical procedure;
C) If the percentage of non-detects in the database used is above
50 percent, then the owner or operator must use an alternative procedure in
accordance with subsection (e)(4).
4) Nonparametric statistical tests or any other statistical test
if it is demonstrated to meet the requirements of 35 Ill. Adm. Code 724.197(i).
(Source: Amended at 44 Ill.
Reg. 15577, effective September 3, 2020)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.321 WASTE PLACEMENT
Section 811.321 Waste
Placement
a) Phasing of Operations
1) Waste disposal operations must move from the lowest portions
of the unit to the highest portions. Except as provided in subsection (a)(2),
the placement of waste must begin in the lowest part of the active face of the
unit, located in the part of the facility most downgradient, with respect to
groundwater flow.
2) The operator may dispose of wastes in areas other than those
specified in subsection (a)(1) only under any of the following conditions:
A) Climatic conditions, such as wind and precipitation, are such
that the placement of waste in the bottom of the unit would cause water
pollution, litter or damage to any part of the liner;
B) The topography of the land surrounding the unit makes the
procedure of subsection (a)(1) environmentally unsound, for example, because
steep slopes surround the unit; or
C) When groundwater monitoring wells, constructed in accordance
with the requirements of Section 811.319, are placed 50 feet, or less,
downgradient from the filled portions of the unit.
b) Initial Waste Placement
1) Construction, compaction and earth moving equipment must be
prohibited from operating directly on the leachate collection piping system
until a minimum of five feet of waste has been mounded over the system.
2) Construction, compaction and earth moving equipment must be
prohibited from operating directly on the leachate drainage blanket. Waste
disposal operations must begin at the edge of the drainage layer by carefully
pushing waste out over the drainage layer.
3) An initial layer of waste, a minimum of five feet thick, or,
alternatively, a temporary protective layer of other material suitable to
prevent the compacted earth liner from freezing, must be placed over the entire
drainage blanket prior to the onset of weather conditions that may cause the
compacted earth liner to freeze, except as provided in subsection (b)(4).
4) Waste must not be placed over areas that are subject to
freezing conditions until the liner has been certified or recertified by the
CQA officer designated pursuant to Section 811.502 and reconstructed (if
necessary) to meet the requirements of Section 811.306.
(Source: Amended at 42 Ill. Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.322 FINAL SLOPE AND STABILIZATION
Section 811.322 Final Slope
and Stabilization
a) All final slopes shall be designed and constructed to a grade
capable of supporting vegetation and which minimizes erosion.
b) All slopes shall be designed to drain runoff away from the
cover and which prevents ponding. No standing water shall be allowed anywhere
in or on the unit.
c) Vegetation
1) Vegetation shall be promoted on all reconstructed surfaces to
minimize wind and water erosion of the final protective cover.
2) Vegetation shall be compatible with the climatic conditions.
3) Vegetation shall require little maintenance;
4) Vegetation shall consist of a diverse mix of native and
introduced species that is consistent with the postclosure land use;
5) Vegetation shall be tolerant of the landfill gas expected to
be generated;
6) The root depth of the vegetation shall not exceed the depth of
the final protective cover system; and
7) Temporary erosion control measures, including but not limited
to mulch straw, netting and chemical soil stabilizers, shall be undertaken
while vegetation is being established.
d) Structures Constructed Over the Unit
1) Structures constructed over the unit must be compatible with
the land use;
2) Such structures shall be designed to vent gases away from the
interior; and
3) Such structures must in no way interfere with the operation of
a cover system, gas collection system, leachate collection system or any
monitoring system.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.323 LOAD CHECKING PROGRAM
Section 811.323 Load
Checking Program
a) The operator must implement a load checking program that meets
the requirements of this Section, for detecting and discouraging attempts to
dispose regulated hazardous wastes at the facility. For purposes of this
Section and Section 811.406, "regulated hazardous waste" means a
solid waste that is a hazardous waste, as defined in 35 Ill. Adm. Code 721.103,
that is not excluded from regulation as hazardous waste under 35 Ill. Adm. Code
721.104(b) or which was not generated by a VSQG, as defined in 35 Ill. Adm.
Code 720.110.
b) In addition to checking for hazardous waste in accordance with
subsection (a), the load checking program at a MSWLF unit must include waste
load inspection for detecting and discouraging attempts to dispose of polychlorinated
biphenyl wastes, as defined in 40 CFR 761.3 (2017).
c) The load checking program must consist of, at a minimum, the
following components:
1) Random Inspections
A) An inspector designated by the facility must examine at least
three random loads of solid waste delivered to the landfill on a random day
each week. The drivers randomly selected by the inspector must be directed to
discharge their loads at a separate, designated location within the facility.
The facility must conduct a detailed inspection of the discharged material for
any regulated hazardous or other unacceptable wastes that may be present.
Cameras or other devices may be used to record the visible contents of solid
waste shipments. If these devices are employed, their use should be designated
on a sign posted near the entrance to the facility.
B) If regulated hazardous wastes or other unacceptable wastes are
suspected, the facility must communicate with the generator, hauler or other
party responsible for shipping the waste to the facility to determine the identity
of the waste.
2) Recording Inspection Results. Information and observations
derived from each random inspection must be recorded in writing and retained at
the facility for at least three years. The recorded information must include,
at a minimum, the date and time of the inspection; the names of the hauling
firm and the driver of the vehicle; the vehicle license plate number; the
source of the waste, as stated by the driver; and observations made by the
inspector during the detailed inspection. The written record must be signed by
both the inspector and the driver.
3) Training. The solid waste management facility must train
designated inspectors, equipment operators, weigh station attendants, spotters
at large facilities, and all other appropriate facility personnel in the
identification of potential sources of regulated hazardous wastes and other
unacceptable wastes, including but not limited to PCBs. The training program must
emphasize familiarity with containers typically used for regulated hazardous
wastes and with labels for regulated hazardous wastes, under RCRA, and for
hazardous materials under the Hazardous Materials Transportation Act (49 USC
1801 et seq.).
d) Handling Regulated Hazardous Wastes
1) If any regulated hazardous wastes are identified by random
load checking, or are otherwise discovered to be improperly deposited at the
facility, the facility must promptly notify the Agency, the person responsible
for shipping the wastes to the landfill, and the generator of the wastes, if
known. Waste loads identical to the regulated hazardous waste identified
through the random load checking which have not yet been deposited in the
landfill must not be accepted. The area where the wastes are deposited must
immediately be cordoned off from public access. The solid waste management
facility must assure the cleanup, transportation and disposal of the waste at a
permitted hazardous waste management facility.
2) The party responsible for transporting the waste to the solid
waste management facility must be responsible for the costs of proper cleanup,
transportation and disposal.
3) Subsequent shipments by persons or sources found or suspected
to be previously responsible for shipping regulated hazardous waste must be
subject to the following special precautionary measures prior to the solid
waste management facility accepting wastes. The operator must use
precautionary measures such as questioning the driver concerning the waste
contents prior to discharge and visual inspection during the discharge of the
load at the working face or elsewhere.
BOARD NOTE:
Subsections (a) through (c) are derived from 40 CFR 258.20 (2017).
(Source: Amended at 42 Ill. Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.324 CORRECTIVE ACTION MEASURES FOR MSWLF UNITS
Section 811.324 Corrective
Action Measures for MSWLF Units
a) The owner or operator shall initiate an assessment of
corrective action measures within 14 days of the following:
1) The groundwater impact assessment, performed in accordance
with subsection 811.319 (c), indicates that remedial action is needed; or
2) The assessment monitoring, performed in accordance with
subsection 811.319(b), indicates that a confirmed increase above the applicable
groundwater quality standards of Section 811.320 is attributable to the solid
waste disposal facility.
b) The owner or operator shall complete the corrective action
assessment within 90 days of initiating the assessment of corrective action
measures in accordance with subsection (a).
c) The owner or operator shall continue to monitor in accordance
with the assessment monitoring program, as specified in Section 811.319(b).
d) The assessment shall include an analysis of the effectiveness
of various potential corrective action measures in meeting all of the
requirements and objectives of the remedy, as described under Section 811.325,
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;
3) The costs of remedy implementation; and
4) The institutional requirements, such as State or local permit
requirements or other environmental or public health requirements, that may
substantially affect implementation of the remedies.
e) The owner or operator must discuss the results of the
corrective action measures assessment prior to the selection of a remedy in a
public meeting with interested and affected parties. Prior to the public
meeting, the owner or operator of the MSWLF unit shall submit to the Agency a
report describing the results of the corrective action measures assessment.
BOARD NOTE: Requirements of this Section are derived from 40
CFR 258.56 (1992).
(Source: Added in R93-10 at 18 Ill. REg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.325 SELECTION OF REMEDY FOR MSWLF UNITS
Section 811.325 Selection of
remedy for MSWLF Units
a) Within 90 days of the completion of the corrective action
measures assessment conducted under Section 811.324, the owner or operator of a
MSWLF unit shall:
1) Select a remedy based on the assessment results that, at a
minimum, meets the requirements of subsection (b); and
2) Submit to the Agency an application for a significant
modification to the landfill permit describing the selected remedy and how it
meets the standards set forth in subsection (b).
b) Remedies selected under this Section must meet the following
requirements:
1) They must be protective of human health and the environment;
2) They must attain the groundwater quality standards prescribed
at Section 811.320;
3) They must control the sources of release so as to reduce or
eliminate, to the maximum extent practicable, further releases of constituents
detected under the assessment monitoring into the environment that may pose a
threat to human health or the environment; and
4) They must comply with standards for management of wastes as
specified in Section 911.326(d).
c) In selecting a remedy that meets the requirements of
subsection (b), the owner or operator 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 factors:
A) The magnitude of reduction of existing risks;
B) The magnitude of residual risks in terms of likelihood of
further releases due to waste remaining following implementation of a remedy;
C) The type and degree of long-term management required, including
monitoring, operation, and maintenance;
D) Any short-term risks that might be posed to the community,
workers, or the environment during implementation of such a remedy, including
potential threats to human health and the environment associated with
excavation, transportation, and redisposal or containment;
E) The length of time until full protection is achieved;
F) Any 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) The long-term reliability of engineering and institutional
controls; and
H) The 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 potential remedies
based on consideration of the following types of factors:
A) The degree of difficulty associated with constructing the
technology;
B) The expected operational reliability of the technologies;
C) The need to coordinate with and obtain necessary approvals and
permits from other agencies;
D) The availability of necessary equipment and specialists; and
E) The available capacity and location of needed treatment,
storage, and disposal services.
4) The practicable capability of the owner or operator to
implement the remedies, including a consideration of the technical and economic
capability.
5) The degree to which community concerns are addressed by
potential remedies.
d) Schedule for implementing remedial action.
1) The owner or operator shall specify as part of the selected
remedy a schedule(s) for initiating and completing remedial activities. Such a
schedule must require the initiation of remedial activities within a reasonable
period of time, taking into consideration the factors set forth in subsections
(d)(3)(A) through (d)(3)(H).
2) The Agency shall specify the time period for initiating
remedial action in the facility's permit.
3) The owner or operator shall consider the following factors in
determining the schedule of remedial activities:
A) The extend and nature of contamination;
B) The practical capabilities of remedial technologies in
achieving compliance with the groundwater quality standards established under
Section 811.320 and other objectives of the remedy;
C) The availability of treatment or disposal capacity for wastes
managed during implementation of the remedy;
D) The desireability of utilizing technologies that are not
currently available, but which may offer significant advantages over already
available technologies in terms of effectiveness, reliability, safety, or ability
to achieve remedial objectives;
E) Any potential risks to human health and the environment from
exposure to contamination prior to completion of the remedy;
F) Any resource value of the aquifer including:
i) Any current and future uses;
ii) The proximity and withdrawal rate of users;
iii) The ground-water quantity and quality;
iv) The potential damage to wildlife, crops, vegetation, and
physical structures caused by exposure to waste constituent;
v) The hydrogeologic characteristic of the facility and
surrounding land;
vi) The ground-water removal and treatment costs;
vii) The cost and availability of alternative water supplies;
G) The practicable capability of the owner or operator to
implement the remedies; and
H) Any other relevant factors.
e) The Agency shall determine that remediation of a release of
one or more constituents monitored in accordance with Section 811.319 from a
MSWLF unit is not necessary if the owner or operator demonstrates to the Agency
that:
1) The groundwater is additionally contaminated by substances
that have originated from a source other than the MSWLF unit and those
substances are present in such concentrations that cleanup of the release from
the MSWLF unit would provide no significant reduction in risk to actual or potential
receptors; or
2) The constituents are present in groundwater that:
A) Is not currently or reasonably expected to be a source of
drinking water; and
B) Is not hydraulically connected with waters to which the
hazardous constituents are migrating or are likely to migrate in concentrations
that would exceed the groundwater quality standards established under Section
811.320; or
3) The remediation of the release is technically impracticable;
or
4) The remediation results in unacceptable cross-media impacts.
f) A determination by the Agency pursuant to subsection (e) shall
not affect the Agency's authority to require the owner or operator to undertake
source control measures or other measures that may be necessary to eliminate or
minimize further releases to the groundwater, to prevent exposure to the
groundwater, or to remediate the groundwater to concentrations that are
technically practicable and which reduce threats to human health or the
environment.
BOARD NOTE: The requirements of this Section are derived
from 40 CFR 258.57 (1992).
(Source: Added in R93-10 at 18 Ill. Reg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.326 IMPLEMENTATION OF THE CORRECTIVE ACTION PROGRAM AT MSWLF UNITS
Section 811.326
Implementation of the corrective action program at MSWLF Units
a) Based on the schedule established pursuant to Section
811.325(d) for initiation and completion of corrective action, the owner or
operator must fulfill the following requirements:
1) It must establish and implement a corrective action
groundwater monitoring program that fulfills the following requirements:
A) At a minimum, the program must meet the requirements of an
assessment monitoring program pursuant to Section 811.319(b);
B) The program must indicate the effectiveness of the remedy; and
C) The program must demonstrate compliance with groundwater
protection standards pursuant to subsection (e).
2) It must implement the remedy selected pursuant to Section
811.325.
3) It must take any interim measures necessary to ensure the adequate
protection of human health and the environment. The interim measures should,
to the greatest extent practicable, be consistent with the objectives of and
contribute to the performance of any remedy that may be required pursuant to
Section 811.325. The owner or operator must consider the following factors in
determining whether interim measures are necessary:
A) The time required to develop and implement a final remedy;
B) Any actual or potential exposure of nearby populations or
environmental receptors to hazardous constituents;
C) Any actual or potential contamination of drinking water
supplies or sensitive ecosystems;
D) Any further degradation of the groundwater that may occur if
remedial action is not initiated expeditiously;
E) The weather conditions that may cause hazardous constituents to
migrate or be released;
F) Any risks of fire or explosion, or potential for exposure to
hazardous constituents as a result of an accident or failure of a container or
handling system; and
G) Any other situations that may pose threats to human health and
the environment.
b) If an owner or operator determines, based on information
developed after implementation of the remedy has begun or other information,
that compliance with requirements of Section 811.325(b) are not being achieved
through the remedy selected, the owner or operator must fulfill the following
requirements:
1) It must implement other methods or techniques that could
practicably achieve compliance with the requirements, unless the owner or
operator makes the determination pursuant to subsection (c).
2) It must submit to the Agency, prior to implementing any
alternative methods pursuant to subsection (b)(1), an application for a
significant modification to the permit describing the alternative methods or
techniques and how they meet the standards of Section 811.325(b).
c) If the owner or operator determines that compliance with the
requirements of Section 811.325(b) cannot be practically achieved with any
currently available methods, the owner or operator must fulfill the following
requirements:
1) It must obtain the certification of a qualified groundwater
scientist or a determination by the Agency that compliance with requirements pursuant
to Section 811.325(b) cannot be practically achieved with any currently
available methods.
2) It must implement alternative measures to control exposure of
humans or the environment to residual contamination, as necessary to adequately
protect human health and the environment.
3) It must implement alternative measures for control of the
sources of contamination, or for removal or decontamination of equipment,
units, devices, or structures that fulfill the following requirements:
A) The measures are technically practicable; and
B) The measures are consistent with the overall objective of the
remedy.
4) It must submit to the Agency, prior to implementing the
alternative measures in accordance with subsection (c), an application for a
significant modification to the permit justifying the alternative measures.
5) For purposes of this Section, a "qualified groundwater
scientist" is a scientist or an engineer who has received a baccalaureate
or postgraduate degree in the natural sciences or engineering and has
sufficient training and experience in groundwater hydrology and related fields
as may be demonstrated by state registration, professional certifications, or
completion of accredited university programs that enable that individual to
make sound professional judgments regarding groundwater monitoring, contaminant
fate and transport, and corrective action.
d) All solid wastes that are managed pursuant to Section 811.325
or subsection (a)(3) must be managed by the owner or operator in a manner that
fulfills the following requirements:
1) It adequately protects human health and the environment; and
2) It complies with applicable requirements of this Part.
e) Remedies selected pursuant to Section 811.325 must be
considered complete when the following requirements are fulfilled:
1) The owner or operator complies with the groundwater quality
standards established pursuant to Section 811.320 at all points within the
plume of contamination that lie beyond the zone of attenuation established
pursuant to Section 811.320;
2) Compliance with the groundwater quality standards established pursuant
to Section 811.320 has been achieved by demonstrating that concentrations of
the constituents monitored under the assessment monitoring program pursuant to
Section 811.319(b) have not exceeded the groundwater quality standards for a
period of three consecutive years using the statistical procedures and
performance standards in Section 811.320(e). The Agency may specify an
alternative time period during which the owner or operator must demonstrate
compliance with the groundwater quality standards. The Agency must specify
such an alternative time period by considering the following factors:
A) The extent and concentration of the releases;
B) The behavior characteristics of the hazardous constituents in
the groundwater;
C) The accuracy of monitoring or modeling techniques, including
any seasonal, meterological, or other environmental variabilities that may
affect the accuracy; and
D) The characteristics of the groundwater; and
3) All actions required to complete the remedy have been
satisfied.
f) Within 14 days after the completion of the remedy, the owner
or operator must submit to the Agency an application for a significant
modification of the permit including a certification that the remedy has been
completed in compliance with the requirements of subsection (e). The
certification must be signed by the owner or operator and by a qualified
groundwater scientist.
g) Upon Agency review and approval of the certification that the
corrective action has been completed, in accordance with subsection (e), the
Agency must release the owner or operator from the financial assurance
requirements for corrective action pursuant to Subpart G.
BOARD NOTE: Requirements of this Section are derived from 40 CFR 258.58 (2017).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
SUBPART D: MANAGEMENT OF SPECIAL WASTES AT LANDFILLS
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.401 SCOPE AND APPLICABILITY
Section 811.401 Scope and
Applicability
a) This Subpart applies to all landfills permitted by the Agency
pursuant to Section 21 of the Act, including landfills operated onsite, with or
without a permit, that accept special wastes.
b) The standards of this Subpart apply in addition to the
standards of 35 Ill. Adm. Code 809.
c) Inspection, testing or acceptance of waste by a solid waste
management facility shall not relieve the generator or transporter of
responsibility for compliance with the requirements of 35 Ill. Adm. Code:
Subtitle G.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.402 NOTICE TO GENERATORS AND TRANSPORTERS
Section 811.402 Notice to
Generators and Transporters
A prominent sign at the entrance
to each solid waste management facility shall state that disposal of hazardous
waste is prohibited and, if it is a facility permitted by the Agency to accept
special wastes pursuant to 35 Ill. Adm. Code 808, also state that special waste
will be accepted only if accompanied by an identification record and a
manifest, unless such waste is exempted from the manifest requirements of this
Part and 35 Ill. Adm. Code 809.Subpart E.
(Source: Amended at 23 Ill. Reg. 6880, effective July 1, 1999)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.403 SPECIAL WASTE MANIFESTS
Section 811.403 Special
Waste Manifests
a) Each special waste accepted for disposal at a permitted solid
waste management facility shall be accompanied by a manifest containing the
following information, unless such special waste is disposed at an onsite
facility and exempted, in accordance with 35 Ill. Adm. Code 809.311, from the
manifest requirement:
1) The name of the generator of the special waste;
2) When and where the special waste was generated;
3) The name of the special waste transporter;
4) The name of the solid waste management facility to which it is
shipped as a final destination point;
5) The date of delivery;
6) The name, waste stream permit number (if applicable) and
quantity of special waste delivered to the transporter;
7) The signature of the person who delivered the special waste to
the special waste transporter, acknowledging such delivery;
8) The signature of the special waste transporter, acknowledging
receipt of the special wastes; and
9) The signature of the person who accepted the special waste at
its final destination, acknowledging acceptance of the special waste.
b) A permitted facility that accepts special waste must be
designated on the manifest as the final destination point. Any subsequent
delivery of the special waste or any portion or product thereof to a special
waste transporter shall be conducted under a transportation record initiated by
the permitted solid waste management facility.
c) Distribution of Manifests After Delivery
1) The receiving solid waste management facility, shall accept
special waste only if accompanied by three copies of the manifest from the
transporter. The transporter shall retain one copy.
2) The receiving solid waste management facility shall:
A) Send one copy of the completed transportation record to the
person who delivered the special waste to the special waste transporter
(usually the generator, or another special waste management facility);
B) Send one copy of each signed manifest to the Agency in
accordance with the requirements of 35 Ill. Adm. Code 809; and
C) Send information on rejected loads to the Agency in a quarterly
report.
d) Every person who delivers special waste to a special waste
transporter, every person who accepts special waste from a special waste
transporter and every special waste transporter shall retain a copy of the
special waste transportation record as a of each special waste transaction.
These copies shall be retained for three years, and shall be made available at
reasonable times for inspection and photocopying by the Agency pursuant to
Section 4(d) of the Act.
(Source: Amended at 23 Ill. Reg. 6880, effective July 1, 1999)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.404 IDENTIFICATION RECORD
Section 811.404
Identification Record
a) Each special waste disposed of at a facility (including
special wastes generated at the facility) must be accompanied by a special
waste profile identification sheet, from the waste generator, that certifies
the following:
1) The generator's name and address;
2) The transporter's name and telephone number;
3) The name of waste;
4) The process generating the waste;
5) Physical characteristics of waste (e.g., color, odor, solid or
liquid, flash point);
6) The chemical composition of the waste;
7) The metals content of the waste;
8) Hazardous characteristics (including identification of wastes deemed
hazardous by the United States Environmental Protection Agency or the State);
9) Presence of polychlorinated biphenyls (PCBs) or
2,3,7,8-tetrachlorodibenzodioxin (2,3,7,8-TCDD); and
10) Any other information, such as the result of any test carried
out in accordance with Section 811.202, that can be used to determine:
A) Whether the special waste is regulated as a hazardous waste, as
defined at 35 Ill. Adm. Code 721;
B) Whether the special waste is of a type that is permitted for or
has been classified, in accordance with 35 Ill. Adm. Code 809, for storage,
treatment, or disposal at the facility; and
C) Whether the method of storage, treatment, or disposal, using
the methods available at the facility, is appropriate for the waste.
b) Special Waste Recertification
Each
subsequent shipment of a special waste from the same generator must be
accompanied by a transportation record in accordance with 35 Ill. Adm. Code
811.403(b), a copy of the original special waste profile identification sheet,
and either:
1) A special waste recertification by the generator describing
whether there have been changes in the following:
A) Laboratory analysis (copies to be attached);
B) Raw material in the waste-generating process;
C) The waste-generating process itself;
D) The physical or hazardous characteristics of the waste; and
E) New information on the human health effects of exposure to the
waste; or
2) Certification indicating that any change in the physical or
hazardous characteristic of the waste is not sufficient to require a new
special waste profile.
(Source:
Amended at 42 Ill. Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.405 RECORDKEEPING REQUIREMENTS
Section 811.405
Recordkeeping Requirements
The solid waste management
facility operator shall retain copies of any special waste profile
identification sheets, special waste recertifications, certifications of
representative sample, special waste laboratory analyses, special waste
analysis plans, and any waivers of requirements (prohibitions, special waste
management authorization, and operating requirements) at the facility until the
end of the postclosure care period.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.406 PROCEDURES FOR EXCLUDING REGULATED HAZARDOUS WASTES
Section 811.406 Procedures
for Excluding Regulated Hazardous Wastes
The operator shall implement a
load checking program that meets the requirements of Section 811.323 for
detecting and discouraging attempts to dispose of regulated hazardous wastes at
the facility.
SUBPART E: CONSTRUCTION QUALITY ASSURANCE PROGRAMS
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.501 SCOPE AND APPLICABILITY
Section 811.501 Scope and
Applicability
All structures necessary to
comply with the requirements of this Part shall be constructed according to a
construction quality assurance program that, at a minimum, meets the
requirements of this Subpart.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.502 DUTIES AND QUALIFICATIONS OF KEY PERSONNEL
Section 811.502 Duties and
Qualifications of Key Personnel
a) Duties and Qualifications of the Operator
The operator shall designate a third party contractor, a
person other than the operator or an employee of the operator, as the
construction quality assurance (CQA) officer.
b) Duties and Qualifications of the CQA officer
1) The CQA officer shall supervise and be responsible for all
inspections, testing and other activities required to be implemented as part of
the CQA program under this Subpart.
2) The CQA officer shall be a professional engineer.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.503 INSPECTION ACTIVITIES
Section 811.503 Inspection
Activities
a) The CQA officer shall be present to provide supervision and
assume responsibility for performing all inspections of the following
activities:
1) Compaction of the subgrade and foundation to design
parameters;
2) Installation of the compacted earth liner;
3) Installation of a geomembrane;
4) Installation of slurry trenches or cutoff walls;
5) Installation of the leachate drainage and collection system;
6) Application of final cover;
7) Installation of gas control facilities; and
8) Construction of ponds, ditches, lagoons and berms.
b) If the CQA officer is unable to be present to perform, as
required by subsection (a), the CQA officer shall provide, in writing, reasons
for his absence, a designation of a person who shall exercise professional
judgment in carrying out the duties of a CQA officer as the designated CQA
officer-in-absentia, and a signed statement that the CQA officer assumes full
personal responsibility for all inspections performed and reports prepared by
the designated CQA officer-in-absentia during the absence of the CQA.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.504 SAMPLING REQUIREMENTS
Section 811.504 Sampling
Requirements
A sampling program shall be
implemented as part of the CQA plan, for all construction activities, in order
to insure, at a minimum, that construction materials and operations meet the
following requirements:
a) The sampling program shall be designed prior to construction.
b) The sampling program shall be based upon statistical sampling
techniques and shall establish and specify criteria for acceptance or rejection
of materials and operations.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.505 DOCUMENTATION
Section 811.505
Documentation
a) A daily summary report shall be prepared by the CQA officer,
or under the direct supervision of the CQA officer, during each day of
activity. The report shall contain, at a minimum:
1) The date;
2) A summary of the weather conditions:
3) A summary of locations where construction is occurring;
4) Equipment and personnel on the project;
5) A summary of any meetings held and attendees;
6) A description of all materials used and references or results
of testing and documentation;
7) The calibration and recalibration of test equipment;
8) The daily inspection report from each inspector.
b) Daily Inspection Reports
Each inspector shall complete a daily inspection report
containing the following information:
1) The location;
2) The type of inspection;
3) The procedure used;
4) Test data;
5) The results of the activity;
6) Personnel involved in the inspection and sampling activities;
and
7) The signature of the inspector.
c) Photographic Records
Photographs may be used as tools to document the progress and
acceptability of the work and may be incorporated into the daily summary
report, daily inspection report, and an acceptance report. Each photo shall be
identified with the following information:
1) The date, time and location of photograph;
2) The name of photographer; and
3) The signature of photographer.
d) Acceptance Reports
Upon completion of the construction of each major phase, the
CQA officer shall submit an acceptance report to the Agency. The acceptance
report shall be submitted before the structure is placed into service and shall
contain the following:
1) A certification by the CQA officer that the construction has
been prepared and constructed in accordance with the engineering design;
2) As-built drawings; and
3) All daily summary reports.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.506 FOUNDATIONS AND SUBBASES
Section 811.506 Foundations
and Subbases
a) The CQA officer shall identify and ensure the site
investigation is carried out in accordance with the plans, identify unexpected
conditions and record all modifications to the plans and construction
procedures on the as-built drawings.
b) The CQA officer shall observe soil and rock surfaces for
joints, fractures and depressions, document the filling of all joints and
fractures and document the removal and filling of local sand deposits on the
as-built drawings.
c) The CQA officer shall ensure that there are no moisture seeps
and that all soft, organic or other undesirable materials are removed.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.507 COMPACTED EARTH LINERS
Section 811.507 Compacted
Earth Liners
a) Requirements for a Test Liner
A test full shall be constructed before construction of the
actual, full-scale compacted earth liner, in accordance with the following
requirements:
1) The test liner shall be constructed from the same soil
material, design specifications, equipment and procedures as are proposed for
the full-scale liner;
2) The test fill shall be at least four times the width of the
widest piece of equipment to be used;
3) The test fill shall be long enough to allow the equipment to
reach normal operating speed before reaching the test area;
4) At least three lifts shall be constructed;
5) The test fill shall be tested as described below for each of
the following physical properties using tests to ensure a statistically valid
sample size:
A) Field testing techniques shall be used to determine the
hydraulic conductivity.
B) Samples shall also be tested in the laboratory for hydraulic
conductivity. The laboratory results shall be evaluated to determine if there
is a statistical correlation to the field testing results.
C) Other engineering parameters, including but not limited to
particle size distribution, plasticity, water content, and in-place density,
that are needed to evaluate the full-scale liner shall be determined.
6) Additional test fills shall be constructed for each time the
material properties of a new borrow source changes or for each admixture or
change in equipment or procedures; and
b) Construction of a test fill or the requirements for an
additional test fill may be omitted if a full-scale liner or at est fill has
been previously constructed in compliance with this subsection and
documentation and is available to demonstrate that the previously constructed
liner meets the requirements of subsection (a).
c) The CQA officer shall inspect the construction and testing of
test fills to ensure that the requirements of subsection (a) are met. During
construction of the actual, full-scale compacted earth liner, the CQA officer
shall ensure the following:
1) Use of same compaction equipment as used in test fill;
2) Use of same procedures, such as number of passes and speed;
3) Uniformity of coverage by compaction equipment;
4) Consistent achievement of density, water content and
permeabilty of each successive lift;
5) Use of methods to bond successive lifts together;
6) Achievement of liner strength on sidewalls;
7) Contemporaneous placement of protective covering to prevent
drying and desiccation, where necessary;
8) Prevention of the placement of frozen material or the
placement of material on frozen ground;
9) Prevention of damage to completed liner sections; and
10) That construction proceeds only during favorable climatic
conditions.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.508 GEOMEMBRANES
Section 811.508 Geomembranes
The CQA officer shall exercise
professional judgement to certify the following:
a) The bedding material contains no undesirable objects;
b) The placement plan has been followed;
c) The anchor trench and backfill are constructed to prevent
damage to the geomembrane;
d) All tears, rips, punctures, and other damage are repaired; and
e) All geomembrane seams are properly constructed and tested in
accordance with manufacturer's specifications.
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.509 LEACHATE COLLECTION SYSTEMS
Section 811.509 Leachate
Collection Systems
a) The CQA officer shall exercise professional judgement to
verify that pipe sizes, material, perforations, placement and pipe grades are
in accordance with the design.
b) The CQA officer shall exercise professional judgement to
certify that all soil materials used for the drainage blanket and graded
filters meet the required size and gradation specifications in the design plan
and are placed in accordance with the design plans.
c) The CQA officer shall inspect all prefabricated structures for
conformity with design specifications and for defective manufacturing.
SUBPART G: FINANCIAL ASSURANCE
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.700 SCOPE, APPLICABILITY AND DEFINITIONS
Section 811.700 Scope,
Applicability and Definitions
a) This Subpart provides procedures by which the owner or
operator of a permitted waste disposal facility provides financial assurance
satisfying the requirements of Section 21.1(a) of the Act.
b) Financial assurance shall be provided, as specified in Section
811.706, by a trust agreement, a bond guaranteeing payment, a bond guaranteeing
payment or performance, a letter of credit, insurance or self-insurance. The
owner operator shall provide financial assurance to the Agency before the
receipt of the waste.
c) Except as provided in subsection (f), this Subpart does not
apply to the State of Illinois, its agencies and institutions, or to any unit
of local government; provided, however, that any other persons who conduct such
a waste disposal operation on a site that is owned or operated by such a
governmental entity shall provide financial assurance for closure and post-closure
care of the site.
d) The owner or operator is not required to provide financial
assurance pursuant to this Subpart if the owner or operator demonstrates:
1) That closure and post-closure care plans filed pursuant to 35
Ill. Adm. Code 724 or 725 will result in closure and post-closure care of the
site in accordance with the requirements of this Part; and
2) That the owner or operator has provided financial assurance
adequate to provide for such closure and post-closure care pursuant to 35 Ill.
Adm. Code 724 or 725.
e) Definition: "Assumed closure date" means the point
in time when the extent and manner of the facility's development, as permitted
for operation in accordance with 35 Ill. Adm. Code 813.203 when applicable,
would make closure the most expensive.
f) On or after April 9, 1997, no person, other than the State of
Illinois, its agencies and institutions, shall conduct any disposal operation
at an MSWLF unit that requires a permit under Section 21(d) of the Act, unless
that person complies with the financial assurance requirements of this Part.
g) The Board will grant a variance pursuant to Sections 35
through 38 of the Act and 35 Ill. Adm. Code 104 that allows a facility to
operate not in compliance with the otherwise applicable requirements of this
Section for up to one year, until April 9, 1998, for good cause, if it
determines that an owner or operator has demonstrated that the prior April 9,
1997 effective date for the requirements of this Section did not provide
sufficient time to comply and that operating not in compliance with the
otherwise applicable provisions of this Section would not adversely affect
human health or the environment.
BOARD NOTE: Subsection (f) clarifies the applicability of
the financial assurance requirements to units of local government, since the
Subtitle D regulations exempt only federal and state governments from financial
assurance requirements. (See 40 CFR 258.70 (1996).) P.A. 89-200, signed by the
Governor on July 21, 1995 and effective January 1, 1996, amended the deadline
for financial assurance for MSWLFs from April 9, 1995 to the date that the
federal financial assurance requirements actually become effective, which was
April 9, 1997. On November 27, 1996 (61 Fed. Reg. 60327), USEPA added 40 CFR
258.70(c) (1996), codified here as subsection (g), to allow states to waive the
compliance deadline until April 9, 1998.
(Source: Amended at 35 Ill.
Reg. 10842, effective June 22, 2011)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.701 UPGRADING FINANCIAL ASSURANCE
Section 811.701 Upgrading
Financial Assurance
a) The owner or operator shall maintain financial assurance equal
to or greater than the current cost estimate calculated pursuant to Section
811.704 at all times, except as otherwise provided by subsection (b).
b) The owner or operator shall increase the total amount of
financial assurance so as to equal the current cost estimate within 90 days
after any of the following occurrences:
1) An increase in the current cost estimate;
2) A decrease in the value of a trust fund;
3) A determination by the Agency that an owner or operator no
longer meets the gross revenue test of Section 811.715(d) or the financial test
of Section 811.715(e); or,
4) Notification by the owner or operator that the owner or
operator intends to substitute alternative financial assurance, as specified in
Section 811.706, for self-insurance.
c) The owner or operator of a MSWLF unit shall annually make
adjustments for inflation if required pursuant to Section 811.704(k)(2) or
811.705(d).
(Source: Amended in R93-10 at 18 Ill. Reg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.702 RELEASE OF FINANCIAL INSTITUTION
Section 811.702 Release of
Financial Institution
The Agency shall release a
trustee, surety, insurer or other financial institution when:
a) An owner or operator substitutes alternative financial
assurance such that the total financial assurance for the site is equal to or
greater than the current cost estimate, without counting the amounts to be
released; or
b) The Agency releases the owner or operator from the
requirements of this Subpart pursuant to 35 Ill. Adm. Code 813.403(b).
(Source: Amended in R93-10 at 18 Ill. Reg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.703 APPLICATION OF PROCEEDS AND APPEALS
Section 811.703 Application
of Proceeds and Appeals
a) The Agency may sue in any court of competent jurisdiction to
enforce its rights under financial instruments. The filing of an enforcement
action before the Board is not a condition precedent to such an Agency action,
except when this Subpart or the terms of the instrument provide otherwise.
b) As provided in Titles VIII and IX of the Act and 35 Ill. Adm.
Code 103 and 104, the Board may order modifications in permits to change the
type or amount of financial assurance pursuant to an enforcement action or a
variance petition. Also, the Board may order that an owner or operator modify
a closure or post-closure care plan or order that proceeds from financial
assurance be applied to the execution of a closure or post-closure care plan.
c) The following Agency actions may be appealed to the Board as a
permit denial pursuant to 35 Ill. Adm. Code 105 and Section 21.1(e) of the Act:
1) A refusal to accept financial assurance tendered by the owner
or operator;
2) A refusal to release the owner or operator from the
requirement to maintain financial assurance;
3) A refusal to release excess funds from a trust;
4) A refusal to approve a reduction in the penal sum of a bond;
5) A refusal to approve a reduction in the amount of a letter of
credit;
6) A refusal to approve a reduction in the face amount of an
insurance policy; or
7) A determination that an owner or operator no longer meets the
gross revenue test or financial test.
(Source: Amended at 35 Ill.
Reg. 10842, effective June 22, 2011)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.704 CLOSURE AND POST-CLOSURE CARE AND CORRECTIVE ACTION COST ESTIMATES
Section 811.704 Closure and Post-Closure
Care and Corrective Action Cost Estimates
a) Written cost estimate. The owner or operator must have a
written estimate of the cost of closure of all parts of the facility where
wastes have been deposited in accordance with the requirements of this Part;
the written closure plan, required by Section 811.110 and 35 Ill. Adm. Code
812.114; and the cost of post-closure care and plans, required by this Part and
the written post-closure care plans required by 35 Ill. Adm. Code 812.115. The
cost estimate is the total cost for closure and post-closure care.
b) The owner or operator must revise the cost estimate whenever a
change in the closure plan or post-closure care plan increases the cost
estimate.
c) The cost estimate must be based on the steps necessary for the
premature final closure of the facility on the assumed closure date.
d) The cost estimate must be based on the assumption that the
Agency will contract with a third party to implement the closure plan.
e) The cost estimate may not be reduced by allowance for the
salvage value of equipment or waste, for the resale value of land, or for the
sale of landfill gas.
f) The cost estimate must, at a minimum, include all costs for
all activities necessary to close the facility in accordance with all
requirements of this Part.
g) The Board removed this subsection (g) and revised Section
811.718 to disallow discounting for all financial assurance mechanisms but
trust funds. This statement maintains structural consistency for
cross-references in this Part to subsections (h), (j), and (k).
h) The post-closure care cost estimate must, at a minimum, be
based on the following elements in the post-closure care plan:
1) Groundwater monitoring, based on the number of monitoring
points and parameters and the frequency of sampling specified in the permit.
2) The annual cost of cover placement and stabilization,
including an estimate of the annual residual settlement and erosion control and
the cost of mowing.
3) Alternative Landfill Gas Disposal. If landfill gas is
transported to an off-site processing system, then the owner or operator must
include in the cost estimate the costs necessary to operate an onsite gas
disposal system, should access to the off-site facility become unavailable.
The cost estimate must include the following information: installation,
operation, maintenance and monitoring of an on-site gas disposal system.
4) Cost Estimates Beyond the Design Period. When a facility must
extend the post-closure care period beyond the applicable design period, the
cost estimate must be based upon such additional time and the care activities
occurring during that time.
i) This Section does not authorize the Agency to require the
owner or operator to perform any of the indicated activities upon which cost
estimates are to be based; however, if the site permit requires a closure
activity, the owner or operator must include the cost of that activity in the
cost estimate.
j) Once the owner or operator has completed an activity, the
owner or operator may file an application for significant permit modification
pursuant to 35 Ill. Adm. Code 813.201 indicating that the activity has been
completed, and zeroing that element of the cost estimate.
k) Cost Estimate for Corrective Action at MSWLF Units
1) An owner or operator of a MSWLF unit required to undertake a
corrective action program pursuant to Section 811.326 must have a detailed
written estimate, in current dollars, of the cost of hiring a third party to
perform the corrective action in accordance with the Section 811.326. The
corrective action cost estimate must account for the total costs of corrective
action activities as described in the corrective action plan for the entire
corrective action period. The owner or operator must notify the Agency that
the estimate has been placed in the operating record.
2) The owner or operator must annually adjust the estimate for
inflation until the corrective action program is completed in accordance with
Section 811.326(f).
3) The owner or operator must increase the corrective action cost
estimate and the amount of financial assurance provided pursuant to subsections
(k)(5) and (k)(6) if changes in the corrective action program or MSWLF unit
conditions increase the maximum costs of corrective action.
4) The owner or operator may reduce the amount of the corrective
action cost estimate and the amount of financial assurance provided pursuant to
subsections (k)(5) and (k)(6) if the cost estimate exceeds the maximum
remaining costs of corrective action. The owner or operator must notify the
Agency that the justification for the reduction of the corrective action cost
estimate and the amount of financial assurance has been placed in the operating
record.
5) The owner or operator of each MSWLF unit required to undertake
a corrective action program under Section 811.326 must establish, in accordance
with Section 811.706, financial assurance for the most recent corrective action
program.
6) The owner or operator must provide continuous coverage for
corrective action until released from the financial assurance requirements for
corrective action by demonstrating compliance with Section 811.326 (f) and (g).
BOARD NOTE:
Subsection (k) is derived from 40 CFR 258.73 (2017).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.705 REVISION OF COST ESTIMATE
Section 811.705 Revision of
Cost Estimate
a) The owner or operator shall revise the current cost estimates
for closure and postclosure care in each new application for permit renewal or
where a facility modification results in an increase of the cost estimate.
b) The owner or operator shall review the closure and postclosure
care plans prior to filing a revised cost estimate in order to determine
whether they are consistent with current operations, and the requirements of
this Subchapter. The owner or operator shall either certify that the plans are
consistent, or shall file an application incorporating new plans pursuant to 35
Ill. Adm. Code 813.
c) The owner or operator shall prepare new closure and
postclosure cost estimates reflecting current prices for the items included in
the estimates when submitting any new application for permit renewal. The
owner or operator shall file revised estimates even if the owner or operator
determines that there are not changes in the prices.
d) The owner or operator of a MSWLF unit shall adjust the cost
estimates of closure, postclosure, and corrective action for inflation on an
annual basis during the following time period:
1) The active life of the unit for closure;
2) The active life and postclosure care period, for postclosure;
or
3) Until the corrective action program is completed in accordance
with Section 811.326, for corrective action.
BOARD NOTE: Subsection (d) is derived from 40 CFR 258.71(a)(2) (1992).
(Source: Amended in R93-10 at 18 Ill. Reg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.706 MECHANISMS FOR FINANCIAL ASSURANCE
Section 811.706 Mechanisms
for Financial Assurance
a) The owner or operator of a waste disposal site shall utilize
any of the mechanisms listed in subsections (a)(1) through (a)(10) to provide
financial assurance for closure and post-closure care, and for corrective
action at an MSWLF unit. An owner or operator of an MSWLF unit shall also meet
the requirements of subsections (b), (c), and (d). The mechanisms are as
follows:
1) A trust fund (see Section 811.710);
2) A surety bond guaranteeing payment (see Section 811.711);
3) A surety bond guaranteeing performance (see Section 811.712);
4) A letter of credit (see Section 811.713);
5) Closure insurance (see Section 811.714);
6) Self-insurance (see Section 811.715);
7) Local government financial test (see Section 811.716);
8) Local government guarantee (see Section 811.717);
9) Corporate financial test (see Section 811.719); or
10) Corporate guarantee (see Section 811.720).
b) The owner or operator of an MSWLF unit shall ensure that the
language of the mechanisms listed in subsection (a), when used for providing
financial assurance for closure, post-closure, and corrective action, satisfies
the following:
1) The amount of funds assured is sufficient to cover the costs
of closure, post-closure care, and corrective action; and
2) The funds will be available in a timely fashion when needed.
c) The owner or operator of an MSWLF unit shall provide financial
assurance utilizing one or more of the mechanisms listed in subsection (a)
within the following dates:
1) By April 9, 1997, or such later date granted pursuant to
Section 811.700(g), or prior to the initial receipt of solid waste, whichever
is later, in the case of closure and post-closure care; or
2) No later than 120 days after the remedy has been selected in
accordance with the requirements of Section 811.325, in the case of corrective
action.
d) The owner or operator shall provide continuous coverage until
the owner or operator is released from the financial assurance requirements
pursuant to 35 Ill. Adm. Code 813.403(b) or Section 811.326.
BOARD NOTE: Subsections (b) and (c) are derived from 40 CFR
258.74(1) (1996). Amendments prompted by amendments to 40 CFR 258.74(a)(5)
(1996). P.A. 89-200, signed by the Governor on July 21, 1995 and effective
January 1, 1996, amended the deadline for financial assurance for MSWLFs from
April 9, 1995 to the date that the federal financial assurance requirements
actually become effective, which was April 9, 1997. On November 27, 1996 (61
Fed. Reg. 60327), USEPA added 40 CFR 258.70(c) (1996), codified here as Section
811.700(g), to allow states to waive the compliance deadline until April 9,
1998.
(Source: Amended at 35 Ill. Reg.
10842, effective June 22, 2011)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.707 USE OF MULTIPLE FINANCIAL MECHANISMS
Section 811.707 Use of
Multiple Financial Mechanisms
An owner or operator may satisfy
the requirements of this Subpart by establishing more than one financial
mechanism per site. These mechanisms are limited to trust funds, surety bonds
guaranteeing payment, letters of credit and insurance. The mechanisms must be
as specified in 35 Ill. Adm. Code 811.710, 811.711 and 811.713 through 811.720,
as applicable, except that it is the combination of mechanisms, rather than the
single mechanism, that must provide financial assurance for an aggregate amount
at least equal to the current cost estimate for closure, post-closure care or
corrective action, except that mechanisms guaranteeing performance, rather than
payment, may not be combined with other instruments. The owner or operator may
use any or all of the mechanisms to provide for closure and postclosure care of
the site or corrective action.
(Source: Amended at 23 Ill. Reg. 2794, effective February 17, 1999)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.708 USE OF A FINANCIAL MECHANISM FOR MULTIPLE SITES
Section 811.708 Use of a
Financial Mechanism for Multiple Sites
An owner or operator may use a
financial assurance mechanism specified in this Subpart to meet the
requirements of this Subpart for more than one site. Evidence of financial
assurance submitted to the Agency must include a list showing, for each site,
the name, address and the amount of funds assured by the mechanism. The amount
of funds available through the mechanism must be no less than the sum of funds
that would be available if a separate mechanism had been established and
maintained for each site. The amount of funds available to the Agency must be
sufficient to close and provide postclosure care for all of the owner or
operator's sites. In directing funds available through a single mechanism for
the closure and postclosure care of any single site covered by that mechanism,
the Agency shall direct only that amount of funds designated for that site,
unless the owner or operator agrees to the use of additional funds available
under that mechanism.
(Source: Amended in R93-10 at 18 Ill. Reg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.709 TRUST FUND FOR UNRELATED SITES
Section 811.709 Trust Fund
for Unrelated Sites
Any person may establish a trust
fund for the benefit of the Agency which may receive funds from more than one
owner or operator for closure of different sites. Such a trust fund must
operate like the trust fund specified in 35 Ill. Adm. Code 807.710, except as
follows:
a) The trustee shall maintain a separate account for each site
and shall evaluate such annually as of the day of creation of the trust;
b) The trustee shall annually notify each owner or operator and
the Agency of the evaluation of each owner or operator's account;
c) The trustee shall release excess funds as required from the
account for each site;
d) The trustee shall reimburse the owner or operator or other
person authorized to perform closure or postclosure care only from the account
for that site.
e) The Agency may direct the trustee to withhold payments only
from the account for the site for which it has determined the cost of closure
and postclosure care will be greater than the value of the account for that
site pursuant to Section 811.710(g)(3).
(Source: Amended in R93-10 at 18 Ill. Reg. 1308, effective January 13,
1994)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.710 TRUST FUND
Section 811.710 Trust Fund
a) An owner or operator may satisfy the requirements of this
Subpart G by establishing a trust fund that conforms to the requirements of
this Section and submitting an original signed duplicate of the trust agreement
to the Agency.
b) The trustee must be an entity that has the authority to act as
a trustee and of whom either of the following is true:
1) It is an entity whose trust operations are examined by the Illinois
Department of Financial and Professional Regulation pursuant to the Illinois
Banking Act [205 ILCS 5]; or
2) It is an entity that complies with the Corporate Fiduciary Act
[205 ILCS 620].
c) The trust agreement must be on the forms specified in Appendix
A, Illustration A of this Part, and the trust agreement must be accompanied by
a formal certification of acknowledgement, on the form specified in Appendix A,
Illustration B. Schedule A of the trust agreement must be updated within 60
days after a change in the amount of the current closure, post-closure, and
corrective action cost estimates covered by the agreement.
d) Payments into the trust.
1) For closure and post-closure care.
A) The owner or operator must make a payment into the trust fund
each year during the pay-in period.
B) The pay-in period is the initial permit term or the remaining
operating life of the facility as estimated in the closure plan, whichever
period is shorter.
C) Annual payments are determined by the following formula:
Where:
|
CE
|
=
|
Current
cost estimate
|
|
CV
|
=
|
Current
value of the trust fund
|
|
Y
|
=
|
Number of
years remaining in the pay-in period.
|
D) The owner or operator must make the first annual payment prior
to the initial receipt of waste for disposal. The owner or operator must also,
prior to initial receipt of waste, submit to the Agency a receipt from the
trustee for the first annual payment.
E) Subsequent annual payments must be made no later than 30 days
after each anniversary of the first payment.
F) The owner or operator may accelerate payments into the trust
fund, or may deposit the full amount of the current cost estimate at the time the
fund is established.
G) An owner or operator required to provide additional financial
assurance for an increase in the cost estimate because of an amendment to this
Subchapter i may provide such additional financial assurance pursuant to this subsection
(d)(1)(G). The owner or operator may provide the increase by contributing to a
new or existing trust fund pursuant to this Section. Subsection (d)(2) of this
Section notwithstanding, the pay-in period for such additional financial
assurance must be not less than three years.
2) For corrective action at MSWLF units.
A) The owner or operator must make payments into the trust fund
annually over one-half of the estimated length of the corrective action program
in the case of corrective action for known releases. This period is referred
to as the pay-in period.
B) The owner or operator must make the first payment into the
trust fund equal to at least one-half of the current cost estimate for
corrective action divided by the number of years in the corrective action
pay-in period, as defined in subsection (d)(2)(A) of this Section. The amount
of subsequent payments must be determined by the following formula:
Where:
|
RB
|
=
|
Most
recent estimate of the required trust fund balance for corrective action
(i.e., the total costs that will be incurred during the second half of the
corrective action period)
|
|
CV
|
=
|
Current
value of the trust fund
|
|
Y
|
=
|
Number of
years remaining in the pay-in period.
|
C) The owner or operator must make the initial payment into the
trust fund no later than 120 days after the remedy has been selected in
accordance with the requirements of Section 811.325.
BOARD NOTE:
Subsection (d) of this Section is partly derived from 40 CFR 258.74(a)(2),
(a)(4), and (a)(5) (2005).
e) The trustee must evaluate the trust fund annually, as of the
day the trust was created or on such earlier date as may be provided in the
agreement. The trustee must notify the owner or operator and the Agency of the
value within 30 days after the evaluation date.
f) If the owner or operator of a MSWLF unit establishes a trust
fund after having used one or more alternative mechanisms specified in this
Subpart G, the initial payment into the trust fund must be at least the amount
that the fund would contain if the trust fund were established initially and
annual payments made according to the specifications of this Section.
BOARD NOTE: Subsection (f) of this Section is derived from
40 CFR 258.74(a)(6) (2005).
g) Release of excess funds.
1) If the value of the financial assurance is greater than the
total amount of the current cost estimate, the owner or operator may submit a
written request to the Agency for a release of the amount in excess of the
current cost estimate.
2) Within 60 days after receiving a request from the owner or
operator for a release of funds, the Agency must instruct the trustee to
release to the owner or operator such funds as the Agency specifies in writing
to be in excess of the current cost estimate.
h) Reimbursement for closure, post-closure care, and corrective
action expenses.
1) After initiating closure or corrective action, an owner or
operator, or any other person authorized to perform closure, post-closure care,
or corrective action, may request reimbursement for closure, post-closure care,
or corrective action expenditures, by submitting itemized bills to the Agency.
2) Within 60 days after receiving the itemized bills for closure,
post-closure care, or correction action activities, the Agency must determine
whether the expenditures are in accordance with the closure, post-closure care,
or corrective action plan. The Agency must instruct the trustee to make reimbursement
in such amounts as the Agency specifies in writing as expenditures in
accordance with the closure, post-closure care, or corrective action plan.
3) If the Agency determines, based on such information as is
available to it, that the cost of closure and post-closure care or corrective
action will be greater than the value of the trust fund, it must withhold
reimbursement of such amounts as it determines are necessary to preserve the
fund in order to accomplish closure and post-closure care or corrective action
until it determines that the owner or operator is no longer required to
maintain financial assurance for closure and post-closure care or corrective
action. In the event the fund is inadequate to pay all claims, the Agency must
pay claims according to the following priorities:
A) Persons with whom the Agency has contracted to perform closure,
post-closure care, or corrective action activities (first priority);
B) Persons who have completed closure, post-closure care, or
corrective action authorized by the Agency (second priority);
C) Persons who have completed work that furthered the closure, post-closure
care, or corrective action (third priority);
D)
The owner or operator and related business entities (last priority).
(Source: Amended at 35 Ill.
Reg. 10842, effective June 22, 2011)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.711 SURETY BOND GUARANTEEING PAYMENT
Section 811.711 Surety Bond
Guaranteeing Payment
a) An owner or operator may satisfy the requirements of this
Subpart by obtaining a surety bond which conforms to the requirements of this
Section and submitting the bond to the Agency. A surety bond obtained by an
owner or operator of an MSWLF unit must be effective before the initial receipt
of waste or before April 9, 1997 (the effective date of the financial assurance
requirements under RCRA Subtitle D regulations), or such later date granted
pursuant to Section 811.700(g), whichever is later, in the case of closure and
post-closure care, or no later than 120 days after the remedy has been selected
in accordance with the requirements of Section 811.325.
b) The surety company issuing the bond shall be licensed to
transact the business of insurance by the Department of Insurance, pursuant
to the Illinois Insurance Code [215 ILCS 5], or at a minimum the insurer
must be licensed to transact the business of insurance or approved to provide
insurance as an excess or surplus lines insurer by the insurance department in
one or more states, and approved by the U.S. Department of the Treasury as
an acceptable surety. [415 ILCS 5/21.1(a.5)]
BOARD NOTE: The U.S. Department of the Treasury lists
acceptable sureties in its Circular 570.
c) The surety bond must be on the forms specified in Appendix A,
Illustration C.
d) Any payments made under the bond will be placed in the Landfill
Closure and Post-Closure fund within the State Treasury.
e) Conditions:
1) The bond must guarantee that the owner or operator will:
A) Provide closure and post-closure care in accordance with the
approved closure and post-closure care plans and, if the bond is a corrective
action bond, provide corrective action in accordance with Section 811.326; and
B) Provide alternative financial assurance, as specified in this
Subpart, and obtain the Agency's written approval of the assurance provided
within 90 days after receipt by both the owner or operator and the Agency of a
notice from the surety that the bond will not be renewed for another term.
2) The surety will become liable on the bond obligation when,
during the term of the bond, the owner or operator fails to perform as
guaranteed by the bond. The owner or operator fails to perform when the owner
or operator:
A) Abandons the site;
B) Is adjudicated bankrupt;
C) Fails to initiate closure of the site or post-closure care or
corrective action when ordered to do so by the Board pursuant to Title VIII of
the Act, or when ordered to do so by a court of competent jurisdiction;
D) Notifies the Agency that it has initiated closure or corrective
action, or initiates closure or corrective action, but fails to close the site
or provide post-closure care or corrective action in accordance with the
closure and post-closure care or corrective action plans;
E) For a corrective action bond, fails to implement corrective
action at an MSWLF unit in accordance with Section 811.326; or
F) Fails
to provide alternative financial assurance, as specified in this Subpart, and
obtain the Agency's written approval of the assurance provided within 90 days
after receipt by both the owner or operator and the Agency of a notice from the
surety that the bond will not be renewed for another term.
f) Penal sum:
1) The penal sum of the bond must be in an amount at least equal
to the current cost estimate.
2) Whenever the current cost estimate decreases, the penal sum
may be reduced to the amount of the current cost estimate following written approval
by the Agency.
3) Whenever
the current cost estimate increases to an amount greater than the penal sum,
the owner of operator, within 90 days after the increase, must either cause the
penal sum to be increased to an amount at least equal to the current cost
estimate and submit evidence of that increase to the Agency or obtain other
financial assurance, as specified in this Subpart, to cover the increase and
submit evidence of the alternative financial assurance to the Agency.
g) Term:
1) The bond must be issued for a term of at least one year and
must not be cancelable during that term.
2) The surety bond must provide that, on the current expiration
date and on each successive expiration date, the term of the surety bond will
be automatically extended for a period of at least one year unless, at least
120 days before the current expiration date, the surety notifies both the owner
and operator and the Agency by certified mail of a decision not to renew the
bond. Under the terms of the surety bond, the 120 days will begin on the date
when both the owner or operator and the Agency have received the notice, as
evidenced by the return receipts.
3) The
Agency shall release the surety by providing written authorization for
termination of the bond to the owner or operator and the surety when either of
the following occurs:
A) An
owner or operator substitutes alternative financial assurance, as specified in
this Subpart; or
B) The
Agency releases the owner or operator from the requirements of this Subpart in
accordance with 35 Ill. Adm. Code 813.403(b).
h) Cure of default and refunds:
1) The Agency shall release the surety if, after the surety
becomes liable on the bond, the owner or operator or another person provides
financial assurance for closure and post-closure care of the site or corrective
action at an MSWLF unit, unless the Agency determines that the closure or post-closure
care plan, corrective action at an MSWLF unit or the amount of substituted
financial assurance is inadequate to provide closure and post-closure care or
implement corrective action in compliance with this Part.
2) After closure and post-closure care have been completed in
accordance with the plans and requirements of this Part or after the completion
of corrective action at an MSWLF unit in accordance Section 811.326, the Agency
shall refund any unspent money which was paid into the "Landfill Closure
and Post-Closure Fund" by the surety, subject to appropriation of funds by
the Illinois General Assembly.
BOARD NOTE: MSWLF corrective action language at subsection
(a) is derived from 40 CFR 258.74(b)(1) (1996). P.A. 89-200, signed by the
Governor on July 21, 1995 and effective January 1, 1996, amended the deadline
for financial assurance for MSWLFs from April 9, 1995 to the date that the
federal financial assurance requirements actually become effective, which was
April 9, 1997. On November 27, 1996 (61 Fed. Reg. 60337), USEPA added 40 CFR
258.70(c) (1996), codified here as Section 811.700(g), to allow states to waive
the compliance deadline until April 9, 1998. The other clarifying changes
reflect the inclusion of financial assurance requirements for implementing
corrective action at MSWLF units under this Section.
(Source: Amended at 35 Ill.
Reg. 10842, effective June 22, 2011)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.712 SURETY BOND GUARANTEEING PERFORMANCE
Section 811.712 Surety Bond
Guaranteeing Performance
a) An owner or operator may satisfy the requirements of this
Subpart by obtaining a surety bond which conforms to the requirements of this
Section and submitting the bond to the Agency. A surety bond obtained by an
owner or operator of an MSWLF unit must be effective before the initial receipt
of waste or before April 9, 1997 (the effective date of the financial assurance
requirements under RCRA Subtitle D regulations), or such later date granted
pursuant to Section 811.700(g), whichever is later, in the case of closure and
post-closure care, or no later than 120 days after the remedy has been selected
in accordance with the requirements of Section 811.325.
b) The surety company issuing the bond shall be licensed to
transact the business of insurance by the Department of Insurance, pursuant
to the Illinois Insurance Code [215 ILCS 5], or at a minimum the insurer
must be licensed to transact the business of insurance or approved to provide
insurance as an excess or surplus lines insurer by the insurance department in
one or more states, and approved by the U.S. Department of the Treasury as
an acceptable surety. [415 ILCS 5/21.1(a.5)]
BOARD NOTE: The U.S. Department of the Treasury lists
acceptable sureties in its Circular 570.
c) The surety bond must be on the forms specified in Appendix A,
Illustration D.
d) Any payments made under the bond will be placed in the
Landfill Closure and Post-Closure Fund within the State Treasury.
e) Conditions:
1) The bond must guarantee that the owner or operator will:
A) Provide closure and post-closure care in accordance with the
closure and post-closure care plans in the permit and, if the bond is a
corrective action bond, provide corrective action in accordance with Section
811.326; and
B) Provide alternative financial assurance, as specified in this
Subpart, and obtain the Agency's written approval of the assurance provided
within 90 days after receipt by both the owner or operator and the Agency of a
notice from the surety that the bond will not be renewed for another term.
2) The surety will become liable on the bond obligation when,
during the term of the bond, the owner or operator fails to perform as
guaranteed by the bond. The owner or operator fails to perform when the owner
or operator:
A) Abandons the site;
B) Is adjudicated bankrupt;
C) Fails to initiate closure of the site or post-closure care or
corrective action when ordered to do so by the Board pursuant to Title VIII of
the Act, or when ordered to do so by a court of competent jurisdiction;
D) Notifies the Agency that it has initiated closure or corrective
action, or initiates closure or corrective action, but fails to close the site
or provide post-closure care or corrective action in accordance with the
closure and post-closure care or corrective action plans.
E) For a corrective action bond, fails to implement corrective
action at an MSWLF unit in accordance with Section 811.326; or
F) Fails
to provide alternative financial assurance, as specified in this Subpart, and
obtain the Agency's written approval of the assurance provided within 90 days
after receipt by both the owner or operator and the Agency of a notice from the
surety that the bond will not be renewed for another term.
3) Upon
failure of the owner or operator to perform as guaranteed by the bond, the
surety shall have the option of:
A) providing
closure and post-closure care in accordance with the closure and post-closure
care plans; or
B) carrying
out corrective action in accordance with the corrective action plan; or
C) paying
the penal sum.
f) Penal sum:
1) The penal sum of the bond must be in an amount at least equal
to the current cost estimate.
2) Whenever the current cost estimate decreases, the penal sum may
be reduced to the amount of the current cost estimate following written
approval by the Agency.
3) Whenever
the current cost estimate increases to an amount greater than the penal sum,
the owner or operator, within 90 days after the increase, must either cause the
penal sum to be increased to an amount at least equal to the current cost
estimate and submit evidence of that increase to the Agency or obtain other
financial assurance, as specified in this Subpart, and submit evidence of the
alternative financial assurance to the Agency.
g) Term:
1) The bond must be issued for a term of at least one year and
must not be cancelable during that term.
2) The surety bond must provide that, on the current expiration
date and on each successive expiration date, the term of the surety bond will
be automatically extended for a period of at least one year unless, at least
120 days before the current expiration date, the surety notifies both the owner
or operator and the Agency by certified mail of a decision not to renew the
bond. Under the terms of the surety bond, the 120 days will begin on the date
when both the owner or operator and the Agency have received the notice, as
evidenced by the return receipts.
3) The
Agency shall release the surety by providing written authorization for
termination of the bond to the owner or operator and the surety when either of
the following occurs:
A) An
owner or operator substitutes alternative financial assurance, as specified in
this Subpart; or
B) The
Agency releases the owner or operator from the requirements of this Subpart in
accordance with 35 Ill. Adm. Code 813.403(b).
h) Cure of default and refunds:
1) The Agency shall release the surety if, after the surety
becomes liable on the bond, the owner or operator or another person provides
financial assurance for closure and post-closure care of the site or corrective
action at an MSWLF unit, unless the Agency determines that the closure or
post-closure care plan, corrective action at an MSWLF unit, or the amount of
substituted financial assurance is inadequate to provide closure and
post-closure care or implement corrective action at an MSWLF unit in compliance
with this Part.
2) After closure and post-closure care have been completed in
accordance with the closure and post-closure care plans and the requirements of
this Part or after the completion of corrective action at an MSWLF unit in
accordance with Section 811.326, the Agency shall refund any unspent money
which was paid into the "Landfill Closure and Post-Closure Fund" by
the surety, subject to appropriation of funds by the Illinois General Assembly.
i) The surety will not be liable for deficiencies in the
performance of closure by the owner or operator after the Agency releases the
owner or operator from the requirements of this Subpart.
BOARD NOTE: MSWLF corrective
action language at subsection (a) is derived from 40 CFR 258.74(b)(1) (1996).
P.A. 89-200, signed by the Governor on July 21, 1995 and effective January 1,
1996, amended the deadline for financial assurance for MSWLFs from April 9,
1995 to the date that the federal financial assurance requirements actually
become effective, which was April 9, 1997. On November 27, 1996 (61 Fed. Reg.
60337), USEPA added 40 CFR 258.70(c) (1996), codified here as Section
811.700(g), to allow states to waive the compliance deadline until April 9,
1998. The other clarifying changes reflect the inclusion of financial assurance
requirements for implementing corrective action at MSWLF units under this
Section.
(Source: Amended at 35 Ill.
Reg. 18882, effective October 24, 2011)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.713 LETTER OF CREDIT
Section 811.713 Letter of
Credit
a) An owner or operator may satisfy the requirements of this
Subpart by obtaining an irrevocable standby letter of credit which conforms to
the requirements of this Section and submitting the letter to the Agency. A
letter of credit obtained by an owner or operator of an MSWLF unit must be
effective before the initial receipt of waste or before April 9, 1997 (the
effective date of the financial assurance requirements under RCRA Subtitle D
regulations), or such later date granted pursuant to Section 811.700(g),
whichever is later, in the case of closure and post-closure care, or no later
than 120 days after the remedy has been selected in accordance with the
requirements of Section 811.325.
b) The issuing institution shall be an entity that has the
authority to issue letters of credit and:
1) Whose letter-of-credit operations are regulated by the
Illinois Department of Financial and Professional Regulation pursuant to the
Illinois Banking Act [205 ILCS 5]; or
2) Whose deposits are insured by the Federal Deposit Insurance
Corporation.
c) Forms:
1) The letter of credit must be on the forms specified in
Appendix A, Illustration E.
2) The letter of credit must be accompanied by a letter from the
owner or operator, referring to the letter of credit by number, the name and
address of the issuing institution, and the effective date of the letter, and
providing the following information: the name and address of the site and the
amount of funds assured for closure and post-closure care of the site, or for
corrective action at an MSWLF unit by the letter of credit.
d) Any amounts drawn by the Agency pursuant to the letter of
credit will be deposited in the Landfill Closure and Post-Closure Fund within
the State Treasury.
e) Conditions on which the Agency shall draw on the letter of
credit:
1) The Agency shall draw on the letter of credit if the owner or
operator fails to perform closure or post-closure care in accordance with the
closure and post-closure care plans, or fails to implement corrective action at
an MSWLF unit in accordance with Section 811.326.
2) The Agency shall draw on the letter of credit when the owner
or operator:
A) Abandons the site;
B) Is adjudicated bankrupt;
C) Fails to initiate closure of the site or post-closure care or
corrective action when ordered to do so by the Board pursuant to Title VIII of
the Act, or when ordered to do so by a court of competent jurisdiction;
D) Notifies the Agency that it has initiated closure or corrective
action, or initiates closure or corrective action, but fails to Provide closure
and post-closure care or corrective action in accordance with the closure and post-closure
care or corrective action plans;
E) For a corrective action bond, fails to implement corrective
action at an MSWLF unit in accordance with Section 811.326; or
F) Fails to provide alternative financial assurance, as specified
in this Subpart, and obtain the Agency's written approval of the assurance
provided within 90 days after receipt by both the owner or operator and the
Agency of a notice from the issuing institution that the letter of credit will
not be extended for another term.
f) Amount:
1) The letter of credit must be issued in an amount at least equal
to the current cost estimate.
2) Whenever the current cost estimate decreases, the amount of
credit may be reduced to the amount of the current cost estimate following
written approval by the Agency.
3) Whenever
the current cost estimate increases to an amount greater than the amount of the
credit, the owner or operator, within 90 days after the increase, must either
cause the amount of the credit to be increased to an amount at least equal to
the current cost estimate and submit evidence of that increase to the Agency or
obtain other financial assurance, as specified in this Subpart, to cover the
increase and submit evidence of the alternative financial assurance to the
Agency.
g) Term:
1) The letter of credit must be issued for a term of at least one
year and must be irrevocable during that term.
2) The letter of credit must provide that, on the current
expiration date and on each successive expiration date, the letter of credit
will be automatically extended for a period of at least one year unless, at
least 120 days before the current expiration date, the issuing institution
notifies both the owner or operator and the Agency by certified mail of a
decision not to extend the letter of credit for another term. Under the terms
of the letter of credit, the 120 days will begin on the date when both the
owner or operator and the Agency have received the notice, as evidenced by the
return receipts.
3) The
Agency must return the letter of credit to the issuing institution for
termination when either of the following occurs:
A) An
owner or operator substitutes alternative financial assurance, as specified in
this Subpart; or
B) The
Agency releases the owner or operator from the requirements of this Subpart in
accordance with Ill. Adm. Code 813.403(b).
h) Cure of default and refunds:
1) The Agency shall release the financial institution if, after
the Agency is allowed to draw on the letter of credit, the owner or operator or
another person provides financial assurance for closure and post-closure care
of the site or corrective action at an MSWLF unit, unless the Agency determines
that a plan or the amount of substituted financial assurance is inadequate to
provide closure and post-closure care, or implement corrective action at an
MSWLF unit, as required by this Part.
2) After closure and post-closure care have been completed in
accordance with the closure and post-closure care plans and the requirements of
this Part or after the completion of corrective action at an MSWLF unit in
accordance with Section 811.326, the Agency shall refund any unspent money
which was paid into the "Landfill Closure and Post-Closure Fund" by
the financial institution, subject to appropriation of funds by the Illinois
General Assembly.
BOARD NOTE: MSWLF corrective action language at subsection (a) is
derived from 40 CFR 258.74(c)(1) (1996). P.A. 89-200, signed by the Governor
on July 21, 1995 and effective January 1, 1996, amended the deadline for
financial assurance for MSWLFs from April 9, 1995 to the date that the federal
financial assurance requirements actually become effective, which was April 9,
1997. On November 27, 1996 (61 Fed. Reg. 60337), USEPA added 40 CFR 258.70(c)
(1996), codified here as Section 811.700(g), to allow states to waive the
compliance deadline until April 9, 1998. The other clarifying changes reflect
the inclusion of financial assurance requirements for implementing corrective
action at MSWLF units under this Section.
(Source: Amended at 35 Ill.
Reg. 10842, effective June 22, 2011)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.714 CLOSURE INSURANCE
Section 811.714 Closure
Insurance
a) An owner or operator may satisfy the requirements of this
Subpart by obtaining closure and post-closure care insurance which conforms to
the requirements of this Section and submitting to the Agency an executed
duplicate original of the insurance policy and the certificate of insurance for
closure and/or post-closure care specified in Appendix A, Illustration F.
b) The insurer shall be licensed to transact the business of
insurance by the Department of Insurance, pursuant to the Illinois
Insurance Code [215 ILCS 5], or at a minimum the insurer must be licensed to
transact the business of insurance or approved to provide insurance as an
excess or surplus lines insurer by the insurance department in one or more
states. [415 ILCS 5/21.1(a.5)]
c) The policy must be on forms filed with the Illinois Department
of Insurance, pursuant to 50 Ill. Adm. Code 753 and Section 143(2) of the
Illinois Insurance Code [215 ILCS 5/143(2)] or on forms approved by the
insurance department of one or more states.
d) Face amount:
1) The closure and post-closure care insurance policy must be
issued for a face amount at least equal to the current cost estimate. The term
"face amount" means the total amount the insurer is obligated to pay
under the policy. Actual payments by the insurer will not change the face
amount, although the insurer's future liability will be lowered by the amount
of the payments.
2) Whenever the current cost estimate decreases, the face amount
may be reduced to the amount of the current cost estimate, following written
approval by the Agency.
3) Whenever
the current cost estimate increases to an amount greater than the face amount,
the owner or operator, within 90 days after the increase, must either cause the
face amount to be increased to an amount at least equal to the current cost
estimate and submit evidence of that increase to the Agency or obtain other
financial assurance, as specified in this Subpart, to cover the increase and
submit evidence of the alternative financial assurance to the Agency.
e) The closure and post-closure care insurance policy must
guarantee that funds will be available to close the site and to provide post-closure
care thereafter. The policy must also guarantee that, once closure begins, the
insurer will be responsible for paying out funds, up to an amount equal to the
face amount of the policy, upon the direction of the Agency to such party or
parties as the Agency specifies. The insurer will be liable when:
1) The owner or operator abandons the site;
2) The owner or operator is adjudicated bankrupt;
3) The Board, pursuant to Title VIII of the Act, or a court of
competent jurisdiction orders the site closed;
4) The owner or operator notifies the Agency that it is
initiating closure; or
5) Any person initiates closure with approval of the Agency.
f) Reimbursement for closure and post-closure care expenses:
1) After initiating closure, an owner or operator or any other
person authorized to perform closure or post-closure care may request
reimbursement for closure and post-closure care expenditures by submitting
itemized bills to the Agency.
2) Within 60 days after receiving bills for closure or post-closure
care activities, the Agency shall determine whether the expenditures are in
accordance with the closure or post-closure care plan. The Agency shall direct
the insurer to make reimbursement in such amounts as the Agency specifies in
writing as expenditures in accordance with the closure and post-closure care
plans.
3) If the Agency determines based on such information as is
available to it that the cost of closure and post-closure care will be greater
than the face amount of the policy, it shall withhold reimbursement of such
amounts as it deems prudent until it determines that the owner or operator is
no longer required to maintain financial assurance. In the event the face
amount of the policy is inadequate to pay all claims, the Agency shall pay
claims according to the following priorities:
A) Persons with whom the Agency has contracted to perform closure
or post-closure care activities (first priority);
B) Persons who have completed closure or post-closure care
authorized by the Agency (second priority);
C) Persons who have completed work which furthered the closure or post-closure
care (third priority);
D) The owner or operator and related business entities (last
priority).
g) Cancellation:
1) The owner or operator shall maintain the policy in full force
and effect until the Agency releases the insurer pursuant to Section 811.702.
2) The policy must provide that the insurer may not cancel,
terminate or fail to renew the policy, except for failure to pay the premium.
The automatic renewal of the policy must, at a minimum, provide the insured
with the option of renewal at the face amount of the expiring policy. If there
is a failure to pay the premium, the insurer may elect to cancel, terminate or
fail to renew the policy by sending notice by certified mail to the owner or
operator and the Agency. Cancellation, termination or failure to renew may not
occur, however, during the 120 days beginning with the date of receipt of the
notice by both the Agency and the owner or operator, as evidenced by the return
receipts. Cancellation, termination or failure to renew may not occur and the
policy will remain in full force and effect in the event that on or before the
date of expiration the premium due is paid.
h) Each policy must contain a provision allowing assignment of
the policy to a successor owner or operator. Such assignment may be
conditional upon consent of the insurer, provided such consent is not unreasonably
refused.
(Source: Amended at 35 Ill.
Reg. 10842, effective June 22, 2011)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.715 SELF-INSURANCE FOR NON-COMMERCIAL SITES
Section 811.715
Self-Insurance for Non-Commercial Sites
a)
Definitions. The following definitions are intended to assist in the
understanding of this Part and are not intended to limit the meanings of terms
in any way that conflicts with generally accepted accounting principles:
"Assets" means all existing and all probable future economic
benefits obtained or controlled by a particular entity.
"Current assets" means cash or other assets or resources
commonly identified as those that are reasonably expected to be realized in
cash or sold or consumed during the normal operating cycle of the business.
"Current liabilities" means obligations whose liquidation is
reasonably expected to require the use of existing resources properly
classifiable as current assets or the creation of other current liabilities.
"Generally
accepted accounting principles" means the accounting and auditing
standards of the American Institute of Certified Public Accountants and the
Governmental Accounting Standards Board that are incorporated by reference in
35 Ill. Adm. Code 810.104.
"Gross
Revenue" means total receipts less returns and allowances.
"Independently
audited" refers to an audit performed by an independent certified public
accountant in accordance with generally accepted auditing standards.
"Liabilities"
means probable future sacrifices of economic benefits arising from present
obligations to transfer assets or provide services to other entities in the
future as a result of past transactions or events.
"Net
working capital" means current assets minus current liabilities.
"Net
worth" means total assets minus total liabilities and is equivalent to
owner's equity.
"Tangible
net worth" means tangible assets less liabilities; tangible assets to not
include intangibles such as goodwill and rights to patents or royalties.
b) Information to be Filed. An owner or operator may satisfy the
financial assurance requirements of this Part by providing the following:
1) Bond without surety promising to pay the cost estimate
(subsection (c)).
2) Proof that the owner or operator meets the gross revenue test
(subsection (d)).
3) Proof that the owner or operator meets the financial test
(subsection (e)).
c) Bond Without Surety. An owner or operator utilizing self-insurance
must provide a bond without surety on the forms specified in Appendix A,
Illustration G. The owner or operator must promise to pay the current cost
estimate to the Agency unless the owner or operator provides closure and post-closure
care in accordance with the closure and post-closure care plans.
d) Gross Revenue Test. The owner or operator must demonstrate
that less than one-half of its gross revenues are derived from waste disposal
operations. Revenue is "from waste disposal operations" if it would
stop upon cessation of the owner or operator's waste disposal operations.
e) Financial Test
1) To pass the financial test, the owner or operator must meet
the criteria of either subsection (e)(1)(A) or (e)(1)(B):
A) The owner or operator must have:
i) Two of the following three ratios: a ratio of total
liabilities to net worth of less than 2.0; a ratio of the sum of net income
plus depreciation, depletion and amortization to total liabilities of greater
than 0.1; or a ratio of current assets to current liabilities of greater than
1.5;
ii) Net working capital and tangible net worth each at least six
times the current cost estimate;
iii) Tangible net worth of at least $10 million; and
iv) Assets in the United States amounting to at least 90 percent of
the owner's or operator's total assets and at least six times the current cost
estimate.
B) The owner or operator must have:
i) A current rating of AAA, AA, A, or BBB for its most recent
bond issuance as issued by Standard and Poor, or a rating of Aaa, Aa, A, or
Baa, as issued by Moody;
ii) Tangible net worth at least six times the current cost
estimate;
iii) Tangible net worth of at least $10 million; and
iv) Assets located in the United States amounting to at least 90
percent of its total assets or at least six times the current cost estimate.
2) To demonstrate that it meets this test, the owner or operator must
submit the following items to the Agency:
A) A letter signed by the owner or operator's chief financial
officer and worded as specified in Appendix A, Illustration I;
B) A copy of the independent certified public accountant's report
on examination of the owner or operator's financial statements for the latest
completed fiscal year; and
C) A special report from the owner or operator's independent
certified public accountant to the owner or operator stating the following:
i) The accountant has compared the data that the letter from the
chief financial officer specifies as having been derived from the independently
audited, year-end financial statements for the latest fiscal year with the
amounts in such financial statements; and
ii) In connection with that procedure, no matters came to the
accountant's attention that caused the accountant to believe that the specified
data should be adjusted.
f) Updated Information
1) After the initial submission of items specified in subsections
(d) and (e), the owner or operator must send updated information to the Agency
within 90 days after the close of each succeeding fiscal year.
2) If the owner or operator no longer meets the requirements of
subsections (d) and (e), the owner or operator must send notice to the Agency
of intent to establish alternative financial assurance. The notice must be
sent by certified mail within 90 days after the end of the fiscal year for
which the year-end financial data show that the operator no longer meets the
requirements.
g) Qualified Opinions. If the opinion required by subsections
(e)(2)(B) and (e)(2)(C) includes an adverse opinion or a disclaimer of opinion,
the Agency must disallow the use of self-insurance. If the opinion includes
other qualifications, the Agency must disallow the use of self-insurance if:
1) The qualifications relate to the numbers that are used in the
gross revenue test or the financial test; and
2) In light of the qualifications, the owner or operator has
failed to demonstrate that it meets the gross revenue test or financial test.
h) Parent Corporation. An owner or operator may satisfy the
financial assurance requirements of this Part by either of the following means:
1) Demonstrating that a corporation that owns an interest in the
owner or operator meets the requirements of this Section; and
2) Providing a bond to the Agency with the parent corporation as
surety on a form specified in Appendix A, Illustration H in accordance with
Section 811.711(d), (e), (f), and (g).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.716 LOCAL GOVERNMENT FINANCIAL TEST
Section 811.716 Local
Government Financial Test
A unit of local government owner
or operator that satisfies the requirements of subsections (a) through (c) may
demonstrate financial assurance up to the amount specified in subsection (d).
a) Financial Component
1) The unit of local government owner or operator must satisfy
subsection (a)(1)(A) or (a)(1)(B), as applicable:
A) If the owner or operator has outstanding, rated, general
obligation bonds that are not secured by insurance, a letter of credit, or
other collateral or guarantee, it must have a current rating of Aaa, Aa, A, or
Baa, as issued by Moody's, or AAA, AA, A, or BBB, as issued by Standard and
Poor's, on all such general obligation bonds; or
B) The owner or operator must satisfy each of the following
financial ratios based on the owner or operator's most recent audited annual
financial statement:
i) A ratio of cash plus marketable securities to total
expenditures greater than or equal to 0.05; and
ii) A ratio of annual debt service to total expenditures less
than or equal to 0.20.
2) The unit of local government owner or operator must prepare
its financial statements in conformity with Generally Accepted Accounting
Principles for governments and have its financial statements audited by an
independent certified public accountant or the Comptroller of the State of
Illinois pursuant to the Governmental Account Audit Act [50 ILCS 310].
3) A unit of local government is not eligible to assure its
obligations pursuant to this Section if any of the following is true:
A) It is currently in default on any outstanding general
obligation bonds;
B) It has any outstanding general obligation bonds rated lower
than Baa as issued by Moody's or BBB as issued by Standard and Poor's;
C) It operated at a deficit equal to five percent or more of total
annual revenue in each of the past two fiscal years; or
D) It receives an adverse opinion, disclaimer of opinion, or other
qualified opinion from the independent certified public accountant or the
Comptroller of the State of Illinois pursuant to the Governmental Account Audit
Act [50 ILCS 310] auditing its financial statement as required pursuant to subsection
(a)(2). However, the Agency must evaluate qualified opinions on a case-by-case
basis and allow use of the financial test in cases where the Agency deems the
qualification insufficient to warrant disallowance of use of the test.
4) Terms used in this Section are defined as follows:
"Cash
plus marketable securities" is all the cash plus marketable securities
held by the unit of local government on the last day of a fiscal year,
excluding cash and marketable securities designated to satisfy past obligations
such as pensions.
"Debt
service" is the amount of principal and interest due on a loan in a given
time period, typically the current year.
"Deficit"
equals total annual revenues minus total annual expenditures.
"Total
revenues" include revenues from all taxes and fees but does not include
the proceeds from borrowing or asset sales, excluding revenue from funds
managed by a unit of local government on behalf of a specific third party.
"Total
expenditures" include all expenditures excluding capital outlays and debt
repayment.
b) Public Notice Component
1) The unit of local government owner or operator must place a
reference to the closure and post-closure care costs assured through the
financial test into its next comprehensive annual financial report (CAFR), or
prior to the initial receipt of waste at the facility, whichever is later.
2) Disclosure must include the nature and source of closure and
post-closure care requirements, the reported liability at the balance sheet
date, the estimated total closure and post-closure care cost remaining to be
recognized, the percentage of landfill capacity used to date, and the estimated
landfill life in years.
3) A reference to corrective action costs must be placed in the
CAFR not later than 120 days after the corrective action remedy has been
selected in accordance with the requirements of Sections 811.319(d) and
811.325.
4) For the first year the financial test is used to assure costs
at a particular facility, the reference may instead be placed in the operating
record until issuance of the next available CAFR if timing does not permit the
reference to be incorporated into the most recently issued CAFR or budget.
5) For closure and post-closure costs, conformance with
Government Accounting Standards Board Statement 18, incorporated by reference
in 35 Ill. Adm. Code 810.104, assures compliance with this public notice
component.
c) Recordkeeping and Reporting Requirements
1) The unit of local government owner or operator must place the
following items in the facility's operating record:
A) A letter signed by the unit of local government's chief
financial officer that provides the following information:
i) It lists all the current cost estimates covered by a
financial test, as described in subsection (d);
ii) It provides evidence and certifies that the unit of local
government meets the conditions of subsections (a)(1), (a)(2), and (a)(3); and
iii) It certifies that the unit of local government meets the
conditions of subsections (b) and (d).
B) The unit of local government's independently audited year-end
financial statements for the latest fiscal year (except for a unit of local
government where audits are required every two years, where unaudited
statements may be used in years when audits are not required), including the
unqualified opinion of the auditor who must be an independent certified public
accountant (CPA) or the Comptroller of the State of Illinois pursuant to the
Governmental Account Audit Act [50 ILCS 310].
C) A report to the unit of local government from the unit of local
government's independent CPA or the Comptroller of the State of Illinois
pursuant to the Governmental Account Audit Act [50 ILCS 310] based on
performing an agreed upon procedures engagement relative to the financial
ratios required by subsection (a)(1)(B), if applicable, and the requirements of
subsections (a)(2), (a)(3)(C), and (a)(3)(D). The CPA or Comptroller's report
should state the procedures performed and the CPA or Comptroller's findings.
D) A copy of the comprehensive annual financial report (CAFR) used
to comply with subsection (b) or certification that the requirements of Government
Accounting Standards Board Statement 18, incorporated by reference in 35 Ill.
Adm. Code 810.104, have been met.
2) The items required in subsection (c)(1) must be placed in the
facility operating record as follows:
A) In the case of closure and post-closure care, prior to the
initial receipt of waste at the facility; or
B) In the case of corrective action, not later than 120 days after
the corrective action remedy is selected in accordance with the requirements of
Sections 811.319(d) and 811.325.
3) After the initial placement of the items in the facility
operating record, the unit of local government owner or operator must update
the information and place the updated information in the operating record
within 180 days following the close of the owner or operator's fiscal year.
4) The unit of local government owner or operator is no longer
required to meet the requirements of subsection (c) when either of the
following occurs:
A) The owner or operator substitutes alternative financial
assurance as specified in this Section; or
B) The owner or operator is released from the requirements of this
Section in accordance with Section 811.326(g), 811.702(b), or 811.704(j) or
(k)(6).
5) A unit of local government must satisfy the requirements of
the financial test at the close of each fiscal year. If the unit of local
government owner or operator no longer meets the requirements of the local
government financial test it must, within 120 days following the close of the
owner or operator's fiscal year, obtain alternative financial assurance that
meets the requirements of this Subpart, place the required submissions for that
assurance in the operating record, notify the Agency that the owner or operator
no longer meets the criteria of the financial test and that alternative
assurance has been obtained, and submit evidence of the alternative financial
assurance to the Agency.
6) The Agency, based on a reasonable belief that the unit of local
government owner or operator may no longer meet the requirements of the local
government financial test, may require additional reports of financial
condition from the unit of local government at any time. If the Agency
determines, on the basis of these reports or other information, that the owner
or operator no longer meets the requirements of the local government financial
test, the unit of local government must provide alternative financial assurance
in accordance with this Subpart.
d) Calculation of Costs to Be Assured. The portion of the
closure, post-closure, and corrective action costs that an owner or operator
may assure pursuant to this Section is determined as follows:
1) If the unit of local government owner or operator does not
assure other environmental obligations through a financial test, it may assure
closure, post-closure, and corrective action costs that equal up to 43 percent
of the unit of local government's total annual revenue.
2) If the unit of local government assures other environmental
obligations through a financial test, including those associated with UIC
facilities pursuant to 35 Ill. Adm. Code 704.213; petroleum underground storage
tank facilities pursuant to 40 CFR 280; PCB storage facilities pursuant to 40
CFR 761; and hazardous waste treatment, storage, and disposal facilities pursuant
to 35 Ill. Adm. Code 724 and 725, it must add those costs to the closure,
post-closure, and corrective action costs it seeks to assure pursuant to this
Section. The total that may be assured must not exceed 43 percent of the unit
of local government's total annual revenue.
3) The owner or operator must obtain an alternative financial
assurance instrument for those costs that exceed the limits set in subsections
(d)(1) and (d)(2).
BOARD NOTE: Derived from 40 CFR
258.74(f) (2017).
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.717 LOCAL GOVERNMENT GUARANTEE
Section 811.717 Local
Government Guarantee
An owner or operator may
demonstrate financial assurance for closure, post-closure, and corrective
action, as required by Section 21.1(a) of the Act and 811.Subpart G, by
obtaining a written guarantee provided by a unit of local government. The
guarantor shall meet the requirements of the local government financial test in
Section 811.716, and shall comply with the terms of a written guarantee.
a) Terms of the written guarantee. The guarantee must be
effective before the initial receipt of waste or before November 27, 1997,
whichever is later, in the case of closure or post-closure care, or no later
than 120 days after the corrective action remedy has been selected in
accordance with the requirements of Sections 811.319(d) and 811.325. The
guarantee must provide that:
1) If the owner or operator fails to perform closure,
post-closure care, or corrective action of a facility covered by the guarantee,
the guarantor must:
A) Perform, or pay a third party to perform, closure, post-closure
care, or corrective action as required; or
B) Establish a fully funded trust fund, as specified in Section
811.710, in the name of the owner or operator.
2) The guarantee must remain in force unless the guarantor sends
notice of cancellation by certified mail to the owner or operator and to the
Agency. Cancellation may not occur, however, during the 120 days beginning on
the date of receipt of the notice of cancellation by both the owner or operator
and the Agency, as evidenced by the return receipts.
3) If a guarantee is cancelled, the owner or operator shall,
within 90 days following receipt of the cancellation notice by the owner or
operator and the Agency, obtain alternative financial assurance, place evidence
of that alternative financial assurance in the facility operating record, and
notify the Agency. If the owner or operator fails to provide alternative
financial assurance within the 90-day period, the guarantor must provide that
alternative assurance within 120 days following the guarantor's notice of cancellation,
place evidence of the alternative assurance in the facility operating record,
and notify the Agency.
b) Recordkeeping and reporting.
1) The owner or operator shall place a certified copy of the
guarantee along with the items required under Section 811.716(c) into the
facility's operating record before the initial receipt of waste or before
November 27, 1997, whichever is later, in the case of closure or post-closure
care, or no later than 120 days after the corrective action remedy has been selected
in accordance with the requirements of Sections 811.319(d) and 811.325.
2) The owner or operator is no longer required to maintain the
items specified in subsection (b) when:
A) The owner or operator substitutes alternative financial
assurance, as specified in this Subpart;
B) The owner or operator is released from the requirements of this
Section in accordance with Section 811.326(g), 811.702(b), or 811.704(j) or
(k)(6).
3) If a unit of local government guarantor no longer meets the
requirements of Section 811.716, the owner or operator shall, within 90 days,
obtain alternative assurance, place evidence of the alternative assurance in
the facility operating record, and notify the Agency. If the owner or operator
fails to obtain alternative financial assurance within that 90-day period, the
guarantor shall provide that alternative assurance within the next 30 days.
BOARD NOTE: Derived from 40 CFR 258.74(h), added at 61 Fed.
Reg. 60327 (Nov. 27, 1996).
(Source: Added at 21 Ill. Reg. 15831, effective November 25, 1997)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.718 DISCOUNTING
Section 811.718 Discounting
For facilities providing
financial assurance solely through a trust fund, the Agency shall allow
discounting of closure cost estimates, post-closure cost estimates, and
corrective action cost estimates in Section 811.704 up to the rate of return
for essentially risk free investments, net of inflation, under the following
conditions:
a) The Agency determines that cost estimates are complete and
accurate and the owner or operator has submitted a statement from a
professional engineer, as defined in Section 810.103, so stating;
b) The Agency finds the facility in compliance with applicable
and appropriate permit conditions;
c) The Agency determines that the closure date is certain, and
the owner or operator certifies that there are no foreseeable factors that will
change the estimate of site life; and
d) Discounted cost estimates are adjusted annually to reflect
inflation and the anticipated years of remaining life.
BOARD NOTE: Derived from 40 CFR
258.75, added at 61 Fed. Reg. 60327 (Nov. 27, 1996).
(Source: Amended at 35 Ill.
Reg. 10842, effective June 22, 2011)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.719 CORPORATE FINANCIAL TEST
Section 811.719 Corporate
Financial Test
An MSWLF owner or operator that
satisfies the requirements of this Section may demonstrate financial assurance
up to the amount specified in this Section as follows:
a) Financial Component
1) The owner or operator must satisfy one of the following three
conditions:
A) A current rating for its senior unsubordinated debt of AAA, AA,
A, or BBB as issued by Standard and Poor's or Aaa, Aa, A, or Baa as issued by
Moody's;
B) A ratio of less than 1.5 comparing total liabilities to net
worth; or
C) A ratio of greater than 0.10 comparing the sum of net income
plus depreciation, depletion and amortization, minus $10 million, to total
liabilities.
2) The tangible net worth of the owner or operator must be
greater than:
A) The sum of the current closure, post-closure care, corrective
action cost estimates and any other environmental obligations, including
guarantees, covered by a financial test plus $10 million except as provided in
subsection (a)(2)(B).
B) $10 million in net worth plus the amount of any guarantees that
have not been recognized as liabilities on the financial statements, provided
all of the current closure, post-closure care, and corrective action costs and
any other environmental obligations covered by a financial test are recognized
as liabilities on the owner's or operator's audited financial statements, and
subject to the approval of the Agency.
3) The owner or operator must have assets located in the United
States amounting to at least the sum of current closure, post-closure care,
corrective action cost estimates and any other environmental obligations
covered by a financial test, as described in subsection (c).
b) Recordkeeping and Reporting Requirements
1) The owner or operator must place the following items into the
facility's operating record:
A) A letter signed by the owner's or operator's chief financial
officer that includes the following:
i) All the current cost estimates covered by a financial test,
including, but not limited to, cost estimates required for municipal solid
waste management facilities pursuant to this Part; cost estimates required for
UIC facilities pursuant to 35 Ill. Adm. Code 730, if applicable; cost estimates
required for petroleum underground storage tank facilities pursuant to 40 CFR
280, if applicable; cost estimates required for PCB storage facilities pursuant
to 40 CFR 761, if applicable; and cost estimates required for hazardous waste
treatment, storage, and disposal facilities pursuant to 35 Ill. Adm. Code 724
or 725, if applicable; and
ii) Evidence demonstrating that the firm meets the conditions of
subsection (a)(1)(A), (a)(1)(B), or (a)(1)(C) and subsections (a)(2) and
(a)(3).
B) A copy of the independent certified public accountant's
unqualified opinion of the owner's or operator's financial statements for the
latest completed fiscal year. To be eligible to use the financial test, the
owner's or operator's financial statements must receive an unqualified opinion
from the independent certified public accountant. An adverse opinion,
disclaimer of opinion, or other qualified opinion will be cause for
disallowance, with the potential exception for qualified opinions provided in
the next sentence. The Agency must evaluate qualified opinions on a
case-by-case basis and allow use of the financial test in cases where the
Agency deems that the matters that form the basis for the qualification are
insufficient to warrant disallowance of the test. If the Agency does not allow
use of the test, the owner or operator must provide alternative financial
assurance that meets the requirements of this Section.
C) If the chief financial officer's letter providing evidence of
financial assurance includes financial data showing that the owner or operator
satisfies subsection (a)(1)(B) or (a)(1)(C) that are different from data in the
audited financial statements referred to in subsection (b)(1)(B) or any other
audited financial statement or data filed with the federal Security Exchange
Commission, then a special report from the owner's or operator's independent
certified public accountant to the owner or operator is required. The special
report must be based upon an agreed upon procedures engagement in accordance
with professional auditing standards and must describe the procedures performed
in comparing the data in the chief financial officer's letter derived from the
independently audited, year-end financial statements for the latest fiscal year
with the amounts in such financial statements, the findings of that comparison,
and the reasons for any differences.
D) If the chief financial officer's letter provides a
demonstration that the firm has assured for environmental obligations, as
provided in subsection (a)(2)(B), then the letter must include a report from
the independent certified public accountant that verifies that all of the
environmental obligations covered by a financial test have been recognized as
liabilities on the audited financial statements, how these obligations have
been measured and reported, and that the tangible net worth of the firm is at
least $10 million plus the amount of any guarantees provided.
2) An owner or operator must place the items specified in
subsection (b)(1) in the operating record and notify the Agency in writing that
these items have been placed in the operating record before the initial receipt
of waste, in the case of closure and post-closure care, or no later than 120
days after the corrective action remedy has been selected in accordance with
the requirements of Section 811.324.
BOARD NOTE:
Corresponding 40 CFR 258.74(e)(2)(ii) provides that this requirement is
effective "before the initial receipt of waste or before the effective
date of the requirements of this Section (April 9, 1997 or October 9, 1997 for
MSWLF units meeting the conditions of Sec. 258.1(f)(1)), whichever is
later". The Board has instead inserted the date on which these amendments
are to be filed and become effective in Illinois.
3) After the initial placement of items specified in subsection
(b)(1) in the operating record, the owner or operator must annually update the
information and place updated information in the operating record within 90
days following the close of the owner's or operator's fiscal year. The Agency must
provide up to an additional 45 days for an owner or operator who can
demonstrate that 90 days is insufficient time to acquire audited financial
statements. The updated information must consist of all items specified in
subsection (b)(1).
4) The owner or operator is no longer required to submit the
items specified in this subsection (b) or comply with the requirements of this
Section when either of the following occurs:
A) It substitutes alternative financial assurance, as specified in
this Subpart G, that is not subject to these recordkeeping and reporting
requirements; or
B) It is released from the requirements of this Subpart G in
accordance with Sections 811.700 and 811.706.
5) If the owner or operator no longer meets the requirements of
subsection (a), the owner or operator must obtain alternative financial
assurance that meets the requirements of this Subpart G within 120 days
following the close of the facility's fiscal year. The owner or operator must
also place the required submissions for the alternative financial assurance in
the facility operating record and notify the Agency that it no longer meets the
criteria of the financial test and that it has obtained alternative financial
assurance. The owner or operator must submit evidence of the alternative
financial assurance to the Agency.
6) The Agency may require the owner or operator to provide
reports of its financial condition in addition to or including current
financial test documentation specified in subsection (b) at any time it has a
reasonable belief that the owner or operator may no longer meet the requirements
of subsection (a). If the Agency finds that the owner or operator no longer
meets the requirements of subsection (a), the owner or operator must provide
alternative financial assurance that meets the requirements of this Subpart G.
c) Calculation of Costs to Be Assured. When calculating the
current cost estimates for closure, post-closure care, corrective action, the
sum of the combination of such costs to be covered, and any other environmental
obligations assured by a financial test referred to in this Section, the owner
or operator must include cost estimates required for municipal solid waste
management facilities pursuant to this Part, as well as cost estimates required
for the following environmental obligations, if it assures them through a financial
test: obligations associated with UIC facilities pursuant to 35 Ill. Adm. Code
730; petroleum underground storage tank facilities pursuant to 40 CFR 280; PCB
storage facilities pursuant to 40 CFR 761; and hazardous waste treatment,
storage, and disposal facilities pursuant to 35 Ill. Adm. Code 724 or 725.
(Source: Amended at 42 Ill.
Reg. 21330, effective November 19, 2018)
 | TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE G: WASTE DISPOSAL CHAPTER I: POLLUTION CONTROL BOARD SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
PART 811
STANDARDS FOR NEW SOLID WASTE LANDFILLS
SECTION 811.720 CORPORATE GUARANTEE
Section 811.720 Corporate
Guarantee
a) An owner or operator of an MSWLF may meet the requirements of
35 Ill. Adm. Code 811.700 and 811.706 by obtaining a written guarantee. The
guarantor must be the direct or higher-tier parent corporation of the owner or
operator, a firm whose parent corporation is also the parent corporation of the
owner or operator, or a firm with a "substantial business
relationship" with the owner or operator. The guarantor must meet the
requirements for owners or operators in Section 811.719 and must comply with
the terms of the guarantee. The owner or operator shall place a certified copy
of the guarantee in the facility's operating record along with a copy of the
letter from the guarantor's chief financial officer and copies of the
accountants' opinions. If the guarantor's parent corporation is also the
parent corporation of the owner or operator, the letter from the guarantor's
chief financial officer must describe the value received in consideration of
the guarantee. If the guarantor is a firm with a "substantial business
relationship" with the owner or operator, this letter must describe this
"substantial business relationship" and the value received in
consideration of the guarantee.
b) The guarantee must be effective and all required submissions
placed in the operating record before the initial receipt of waste or before
February 17, 1999, whichever is later, in the case of closure and post-closure
care, or no later than 120 days after the corrective action remedy has been
selected in accordance with the requirements of Section 811.324, in the case of
corrective action.
BOARD NOTE: Corresponding 40 CFR 258.74(g)(2) provides that
this requirement is effective "before the initial receipt of waste or
before the effective date of the requirements of this Section (April 9, 1997 or
October 9, 1997 for MSWLF units meeting the conditions of Sec. 258.1(f)(1)),
whichever is later." The Board has instead inserted the date on which
these amendments are to be filed and become effective in Illinois.
c) The terms of the guarantee must provide as follows:
1) If the owner or operator fails to perform closure,
post-closure care, or corrective action of a facility covered by the guarantee,
the guarantor will:
A) Perform, or pay a third party to perform closure, post-closure
care, and corrective action, as required (performance guarantee); or
B) Establish a fully funded trust fund, as specified in Section
811.709 or 811.710, in the name of the owner or operator (payment guarantee).
2) The guarantee will remain in force for as long as the owner or
operator must comply with the applicable financial assurance requirements of
this Subpart unless the guarantor sends prior notice of cancellation by
certified mail to the owner or operator and to the Agency. Cancellation may not
occur, however, during the 120 days beginning on the date on which the owner or
operator and the Agency have both received the notice of cancellation, as
evidenced by the return receipts.
3) If the guarantor gives notice of cancellation, the owner or
operator shall obtain alternative financial assurance, place evidence of that
alternative financial assurance in the facility operating record, and notify
the Agency within 90 days following receipt of the cancellation notice by the
owner or operator and the Agency. If the owner or operator fails to obtain
alternative financial assurance within the 90-day period, the guarantor must
provide that alternative assurance within 120 days after the cancellation
notice, obtain alternative financial assurance, place evidence of the
alternative assurance in the facility operating record, and notify the Agency.
d) If a corporate guarantor no longer meets the requirements of
Section 811.719(a), the owner or operator shall obtain alternative assurance,
place evidence of the alternative assurance in the facility operating record,
and notify the Agency within 90 days. If the owner or operator fails to
provide alternative financial assurance within the 90-day period, the guarantor
shall provide that alternative assurance within the next 30 days.
e) The owner or operator is no longer required to meet the
requirements of this Section when:
1) The owner or operator substitutes alternative financial
assurance, as specified in this Subpart G; or
2) The owner or operator is released from the requirements of
this Subpart G in accordance with Sections 811.700 and 811.706.
(Source: Added at 23 Ill. Reg. 2794, effective February 17, 1999)
Section 811.APPENDIX A Financial Assurance Forms
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