ILLINOIS POLLUTION CONTROL BOARD
    January 9, 1997
    IN THE MATTER OF:
    )
    )
    STEEL AND FOUNDRY INDUSTRY WASTE
    )
    R96-3
    LANDFILLS: AMENDMENTS TO 35 ILL.
    ) (Rulemaking - Land)
    ADM. CODE 817.309 (FACILITY LOCATION
    )
    FOR LANDFILLS ACCEPTING
    )
    POTENTIALLY USABLE WASTE)
    )
    Adopted Rule. Final Order.
    OPINION AND ORDER OF THE BOARD (by R.C. Flemal):
    This matter comes before the Board upon a petition for rulemaking filed by the Illinois
    Cast Metals Association (ICMA) on September 6, 1995. ICMA filed a revised petition on
    February 26, 1996. By today’s action the Board adopts amendments to 35 Ill. Adm. Code
    817.309 in accord with ICMA’s revised proposal. In pertinent part, Section 817.309
    establishes minimum setback distances and strata thicknesses between the waste unit and Class
    I and Class III groundwaters. The instant amendments allow the owner or operator to make a
    demonstration to the Illinois Environmental Protection Agency (Agency) that, the absence of
    natural barriers notwithstanding, the unit could be operated in a manner protective of human
    health and the environment.
    The Board's responsibility in this matter arises from the Environmental Protection Act
    (Act) (415 ILCS 5/1
    et seq
    . (1994)). The Board is charged therein to "determine, define and
    implement the environmental control standards applicable in the State of Illinois" (415 ILCS
    5/5(b)(1994)). More generally, the Board's rulemaking charge is based on the system of
    checks and balances integral to Illinois environmental governance: the Board bears
    responsibility for the rulemaking and principal adjudicatory functions; the Agency has primary
    responsibility for administration of the Act and the Board's regulations, including the
    regulations adopted today. The Agency has indicated that it does not oppose the instant
    amendments. (Exh. 3.)
    PROCEDURAL HISTORY
    ICMA filed its initial proposal on September 6, 1995. By order of September 21, 1995
    the Board accepted the proposal for hearing.

    2
    Hearings were scheduled on the initial proposal for November 28 and 30, 1995.
    However, by filing of November 22, 1995 ICMA moved the Board to postpone the hearings
    pending additional discussion of the proposal with the Agency.
    On February 26, 1996 ICMA withdrew the initial petition and filed a revised petition.
    In the initial proposal, ICMA sought to effectuate the rule change it sought by amendment of
    35 Ill. Adm. Code 814.902
    1
    . In the revised proposal the locus of the proposed amendments
    was changed to 35 Ill. Adm. Code 817.309.
    Public hearings were held before hearing officer Audrey Lozuk-Lawless in Chicago on
    June 24, 1996 and in Edwardsville on June 26, 1996. ICMA presented the testimony of
    Michael Slattery and Christopher Peters, both of Residuals Management Technology, Inc.
    The Agency presented the testimony of Kenneth W. Liss, manager of the Groundwater Unit,
    Permit Section, of the Agency’s Bureau of Land.
    In response to considerations raised at hearing, on July 18, 1996 ICMA filed revised
    proposed language. The Board adopted that proposal for first notice by Board order of
    August 15, 1996. Publication occurred at 20
    Illinois Register
    11554 (August 30, 1996).
    On November 7, 1996 the Board adopted a proposal for second notice. On December
    17, 1996 the Joint Committee on Administrative Rules (JCAR) voted “no objection” to the
    Board taking final action on this matter.
    OVERVIEW
    Today’s amendments have antecedents in two prior Board rulemakings. In the first of
    these, R88-7, the Board adopted a broadly applicable and extensively revised set of regulations
    governing non-hazardous waste landfills
    2
    .
    The R88-7 rulemaking resulted in the establishment of several categories of waste for
    which waste-specific landfill standards were established. Among these, for example, are
    standards applicable to putrescible waste landfills. The principle underlying waste-specific
    landfilling standards is that different types of waste may have sufficiently different properties
    as to warrant distinct provisions governing their disposal. Moreover, the Board recognized at
    the time that the R88-7 rulemaking was finalized, that there were additional categories of
    wastes for which further waste-specific landfill standards might be warranted.
    1
    Section 814.902 contains miscellaneous standards for the operation and closure of existing
    landfill units that (a) accept only potentially usable steel or foundry industry waste and (b) plan
    to stay open for more than two years.
    2
    See In the Matter of: Development, Operating and Reporting Requirements for Non-
    hazardous Waste Landfills R88-7, 114 PCB 483, August 17, 1990, effective September 18,
    1990.

    3
    One such additional category explicitly identified in the R88-7 rulemaking and in the
    regulations themselves is “wastes generated by foundries and primary steel production
    facilities” (35 Ill. Adm. Code 811.101(b)). In the second of the two antecedent rulemakings,
    docketed as R90-26(A)
    3
    and R90-26(B)
    4
    , the Board adopted regulations governing the land
    disposal of a variety of steel and foundry industry non-hazardous wastes. Included in the R90-
    26 rulemakings was adoption of Part 817, which is at issue in the instant proceeding.
    Today’s focus is on only a small portion of Part 817
    5
    , the portion that deals with
    landfills that receive only potentially usable steel and foundry industry waste. Potentially
    usable waste (PUW) is one of the three types of steel and foundry industry wastes for which
    waste-specific landfilling standards were developed in the R90-26 rulemakings. “Potentially
    usable waste” is defined at 35 Ill. Adm. Code 810.103 as:
    “Potentially usable waste” means any solid waste from the steel and foundry
    industries that will not decompose biologically, burn, serve as food for vectors,
    form a gas, cause an odor, or form a leachate that contains constituents that
    exceed the limits for this type of waste as specified at 35 Ill. Adm. Code
    817.106.
    Moreover, today’s focus is only on the facility location standards for PUW landfills
    and, further, only on that aspect of the location standards that concerns the positioning of the
    landfills with respect to Class I and Class III groundwaters
    6
    . The current regulations at Section
    817.309(b) contain a prohibition against the siting of any new PUW landfill where any part of
    the landfill unit is within 1200 feet, vertically or horizontally, of a Class I or Class III
    groundwater, unless there is an intervening confining layer of specific properties:
    * * *
     
    b)
    No part of a unit shall be located within the recharge zone or within 366
    meters (1200 feet), vertically or horizontally, of that portion of a
    stratigraphic unit containing Class I or Class III groundwater as defined
    at 35 Ill. Adm. Code 620, unless there is a stratum between the bottom
    3
    In the Matter of: Steel and Foundry Industry Amendments to the Landfill Regulations (35
    Ill. Adm. Code 810 through 815 and 817) R90-86(A), July 21, 1994.
    4
    In the Matter of: Steel and Foundry Industry Amendments to the Landfill Regulations (35
    Ill. Adm. Code 810 through 815 and 817) R90-86(B), September 1, 1994.
    5
    See today’s order for the full text of the table of contents of Part 817.
    6
    Class I groundwaters are groundwaters that constitute potable resources, as defined at 35 Ill.
    Adm. Code 620.210. Class III groundwaters are groundwaters that, pursuant to 35 Ill. Adm.
    Code 620.250, are explicitly designated as “Special Resources Groundwaters”; as of this date,
    no Class III groundwaters have been designated.

    4
    of the waste disposal unit and the top of the Class I or Class III
    groundwater 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 more than 1 x 10
    -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 parts 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.
    * * *
    Today’s new rules retain this prohibition generally, but allow for an exception if the
    owner or operator of the unit successfully demonstrates to the Agency that siting of the unit
    will not degrade the use of any Class I groundwater or adversely impact any existing Class III
    groundwater.
    The Board notes that, although Part 817 is titled “Requirements for New Steel and
    Foundry Industry Wastes Landfills” (emphasis added), today’s amendments, through the
    operation of 35 Ill. Adm. Code 814.902(a), also apply to existing PUW landfills.
    JUSTIFICATION
    Environmental Considerations
    The purpose of the existing Section 817.309(b) is to provide assurance that steel and
    foundry industry waste landfills will not be sited in such manner as to cause or allow pollution
    of adjacent groundwaters. This assurance is currently provided by the requirement of a large
    spacial separation between the landfill and groundwater, or by the requirement of a intervening
    confining layer. Today’s amendments provide a third assurance mechanism. That mechanism
    is a demonstration made to and accepted by the Agency that the landfill will not pollute the
    groundwater based on the site-specific character of both the landfill and the groundwater.
    This third exemption would require the operator or owner of the landfill to demonstrate
    to the Agency that the unit will not impact any existing Class III groundwater or impact any
    Class I groundwater such that treatment or further treatment will be required to allow
    reasonable use of such Class I groundwater for potable water supply purposes. ICMA

    5
    contends, and we agree, that there are certain hydrogeologic situations in which existing PUW
    landfills pose a negligible potential for impacts to downgradient potable water supply wells or
    to surface water. ICMA further requests, and we again agree, that an applicant should be
    allowed to site or continue to operate a PUW landfill if such a technical demonstration is
    made.
    Economic Considerations
    ICMA describes the economic considerations motivating their proposal as follows:
    ICMA is aware of several facilities in current operation who have the
    potential to benefit from this proposal. It is also believed that there are several
    inactive landfills which, if the rule is changed, have the potential to re-open.
    Finally, the proposed revision will allow new landfills to be sited in locations
    that are currently prohibited even though a landfill would have no reasonable
    likelihood of adversely impacting downgradient groundwater users.
    We have prepared disposal cost estimates for an average-sized foundry
    who: (1) sends its waste to an offsite landfill; (2) operates a chemical waste
    landfill; or (3) operates a PUW landfill . . . Of interest to this rule making is
    the difference between offsite disposal and disposal in a PUW landfill. That
    difference is . . . estimated at $1,327,560 per year per landfill.
    In addition, diversion of PUW wastes to chemical waste landfills would
    reduce the capacity of those landfills by hundreds of thousands of tons per year.
    ICMA believes the limited capacity of chemical waste landfills should be used
    for more difficult to manage industrial wastes which create a greater threat to
    the environment than does PUW.
    An additional benefit of this rule making is the continued segregation of
    PUW from chemical wastes. Since the promulgation of Part 817 in July 1994,
    the Illinois Cast Metals Association (ICMA) has continued to work with
    regulators and the foundry industry to promote beneficial use of foundry sand
    materials. ICMA held several seminars to promote the new rule making and
    educate the membership on protocol for becoming a beneficial use participant.
    ICMA has additionally sought out new approaches to promote beneficial
    use on a statewide basis. One such approach was to meet with Illinois
    Department of Transportation (IDOT) officials in the Bureau of Materials and
    Physical Research Division to seek their participation in utilizing foundry
    byproduct materials for highway construction material. IDOT is considering a
    specification for foundry byproducts materials in construction back fill and
    indicated they will work with individual foundries to qualify materials for
    construction use.

    6
    ICMA has initiated a contract with the University of Illinois to conduct
    research on beneficial use of foundry materials for the potential use in
    improving the drainage of Illinois farm soils and the project is underway. The
    research proposal from the University, entitled “Use of Foundry Green Sand to
    Improve the Physical Properties of Poorly Drained Soils,” . . . represents the
    scope of the project.
    Substantial supplies of Potentially Useable Waste make it much easier to
    convince a possible purchaser to consider the use of the material. ICMA
    believes the current rule making effort is necessary to promote continuation of
    PUW sites to assure a supply of construction materials when needed.
    * * *
    ICMA believes that the proposed revision will result in a net economic
    and environmental benefit to the State of Illinois. It will allow existing facilities
    to continue to operate and new facilities to be sited without seeking Board
    approval for each siting decision.
    Exhibit 1 at p 4-6.
    CONCLUSION
    The Board believes that ICMA has presented evidence warranting adoption of the
    amendments as proposed.
    ORDER
    The Board directs that the following amendments be submitted to the Secretary of State
    for final notice pursuant to Section 5-40 of the Illinois Administrative Procedure Act.
    TITLE 35: ENVIRONMENTAL PROTECTION
    SUBTITLE G: WASTE DISPOSAL
    CHAPTER I: POLLUTION CONTROL BOARD
    SUBCHAPTER i: SOLID WASTE AND SPECIAL WASTE HAULING
    PART 817
    REQUIREMENTS FOR NEW STEEL AND FOUNDRY
    INDUSTRY WASTES LANDFILLS
    SUBPART A: GENERAL REQUIREMENTS
    Section
    817.101
    Scope and Applicability
    817.103
    Determination of Waste Status
    817.104
    Sampling Frequency

    7
    817.105
    Waste Classification
    817.106
    Waste Classification Limits
    817.107
    Waste Mining
    SUBPART B: STANDARDS FOR MANAGEMENT OF BENEFICIALLY USABLE
    STEEL AND FOUNDRY INDUSTRY WASTES
    Section
    817.201
    Scope and Applicability
    817.202
    Limitations on Use
    817.203
    Notification
    817.204
    Long-Term Storage
    SUBPART C: STEEL AND FOUNDRY INDUSTRY POTENTIALLY
    USABLE WASTE LANDFILLS
    Section
    817.301
    Scope and Applicability
    817.302
    Design Period
    817.303
    Final Cover
    817.304
    Final Slope and Stabilization
    817.305
    Leachate Sampling
    817.306
    Load Checking
    817.307
    Closure
    817.308
    Nuisance Precautions
    817.309
    Facility Location
    SUBPART D: NEW STEEL AND FOUNDRY INDUSTRY LOW RISK WASTE
    LANDFILLS
    Section
    817.401
    Scope and Applicability
    817.402
    Facility Location
    817.403
    Design Period
    817.404
    Foundation and Mass Stability Analysis
    817.405
    Foundation Construction
    817.406
    Liner Systems
    817.407
    Leachate Drainage System
    817.408
    Leachate Collection System
    817.409
    Leachate Treatment and Disposal System
    817.410
    Final Cover System
    817.411
    Hydrogeologic Site Investigations
    817.412
    Plugging and Sealing of Drill Holes
    817.413
    Groundwater Impact Assessment
    817.414
    Design, Construction and Operation of Groundwater Monitoring Systems
    817.415
    Groundwater Monitoring Programs
    817.416
    Groundwater Quality Standards
    817.417
    Waste Placement

    8
    817.418
    Final Slope and Stabilization
    817.419
    Load Checking
    SUBPART E: CONSTRUCTION QUALITY ASSURANCE PROGRAMS
    Section
    817.501
    Scope and Applicability
    Section
    817.Appendix A
    Organic Chemical Constituents List
    AUTHORITY: Implementing Sections 5, 21, 21.1, 22, 22.17, 28.1, and authorized by
    Section 27 of the Environmental Protection Act [415 ILCS 5/5, 5/21, 5/21.1, 5/22, 5/22.17,
    5/28.1, and 5/27].
    SOURCE: Adopted in R90-26(A) at 18 Ill. Reg. 12411, effective August 1, 1994; amended
    in R90-26(B) at 18 Ill. Reg. 14370, effective September 13, 1994; amended in R96-3 at 21 Ill.
    Reg. _________, effective ______________________ .
    Section 817.309
    Facility Location
    a)
    No part of a unit shall be located within a setback zone established pursuant to
    Section 14.2 or 14.3 of the Act.
    b)
    No part of a unit shall be located within the recharge zone or within 366 meters
    (1200 feet), vertically or horizontally, of that portion of a stratigraphic unit
    containing Class I or Class III groundwater as defined at 35 Ill. Adm. Code
    620, unless:
    1)
    There is a stratum between the bottom of the waste disposal unit and the
    top of the Class I or Class III groundwater that meets the following
    minimum requirements:
    A)
    The stratum has a minimum thickness of 15.2 meters (50 feet);
    B) The maximum hydraulic conductivity in both the horizontal and
    vertical directions is no more than 1 x 10
    -7
    centimeters per
    second, as determined by in situ borehole or equivalent tests;
    C)
    There is no indication of continuous sand or silt seams, faults,
    fractures or cracks within the stratum that may provide paths for
    migration; and
    D)
    Age dating of extracted water samples from both the aquifer and
    the stratum indicates that the time of travel for water percolating

    9
    downward through the relatively impermeable stratum is no faster
    than 15.2 meters (50 feet) in 100 years; or
    2)
    The owner or operator of the unit has demonstrated to the Agency,
    through the use of a site-specific groundwater model, or through other
    appropriate means, such as historical knowledge of local conditions or
    regional geological and hydrogeological data, that operation of the unit
    will not adversely impact any existing Class III groundwater or impact
    any Class I groundwater such that treatment or further treatment will be
    required to allow reasonable use of such Class I groundwater for potable
    water supply purposes.
    A)
    Factors to be considered in evaluating whether a Class I
    groundwater may be reasonably used for potable supply purposes
    include, but are not limited to:
    i)
    Physical or technological practicability of development;
    ii)
    Existence of deed restrictions or other legal mechanisms
    for imposing a restriction on land use; and
    iii)
    The nature of an existing use of the groundwater.
    B)
    In performing groundwater modeling, the owner or operator
    shall:
    i)
    Estimate the amount of seepage from the unit during
    operations assuming that the actual design standards for
    the unit apply;
    ii)
    Determine the concentration of constituents in the leachate
    from actual leachate samples from the waste or similar
    waste, or laboratory-derived extracts;
    iii)
    Collect information to develop the site-specific
    groundwater model (e.g., hydraulic conductivity,
    gradients, hydrogeology, stratigraphy);
    iv)
    Develop a conceptual groundwater flow model of the site
    to determine the soil units through which leachate may
    migrate;
    v)
    If leachate from the unit is expected to contain organic
    constituents in excess of the MALCs for beneficial usable

    10
    waste, determine the organic carbon content for soil units
    through which the leachate constituents may migrate; and
    vi)
    Determine the retardation factor for constituents of
    interest based on traditional hydrogeological methods.
    c)
    Subsection (b) shall not apply to units that accept only beneficially useable
    waste.
    d)
    A facility located within 152 meters (500 feet) of the right of way of a township
    or county road or State or interstate highway shall have its operations screened
    from view by a barrier of natural objects, fences, barricades or plants no less
    than 2.44 meters (8 feet) in height.
    e)
    No part of a unit shall 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.
    (Source: Amended at 21 Ill. Reg. ______________, effective __________________.)
    IT IS SO ORDERED.
    Board Member Marili McFawn dissented and Board Member Kathleen M. Hennessey
    abstained.
    I, Dorothy M. Gunn, Clerk of the Illinois Pollution Control Board, hereby
    certify that the above opinion and order was adopted on the _______ day of
    ___________________, 1997 by a vote of _______.
    ______________________________
    Dorothy M. Gunn, Clerk
    Illinois Pollution Control Board

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