ILLINOIS POLLUTION CONTROL BOARD
    August 15, 1996
    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)
    1
    )
    Proposed Rule. First Notice.
    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, and a revised petition filed on February 26, 1996.
    ICMA requests that the Board’s landfill regulations governing steel and foundry industry wastes be
    amended at 35 Ill. Adm. Code 817.309. 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 proposed amendments would 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)). 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 today proposed for amendment. The Agency has indicated that it
    does not oppose the instant amendments. (Exh. 3.)
    By today's action the Board adopts the proposed amendments for the purpose of first notice,
    pursuant to the Illinois Administrative Procedure Act (5 ILCS 100/1-1
    et seq
    . (1994)). Publication in
    the
    Illinois Register
    will follow today's action, whereupon a 45-day public comment period will begin
    during which interested persons may file public comment with the Board.
    PROCEDURAL HISTORY
    1
    The caption in this matter was amended at hearing to reflect the nature of the requested amendments,
    as currently before the Board.

    2
    ICMA initially filed its proposal on September 6, 1995. By order of September 21, 1995 the
    Board accepted the proposal for hearing.
    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 relief it desires by amendment of 35 Ill. Adm. Code
    814.902
    2
    . 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, ICMA on July 18, 1996 filed revised proposed
    language. The revised proposed language frames the proposed amendments currently before the
    Board.
    OVERVIEW
    The instant proposal has antecedents in two prior Board rulemaking proceedings. In the first of
    these, R88-7, the Board adopted a broadly-applicable and extensively-revised set of regulations
    governing non-hazardous waste landfills
    3
    .
    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 standard 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
    2
    Section 814.902 contains miscellaneous standards for operation and closure of existing landfill units
    that accept only potentially usable steel or foundry industry waste and that plan to stay open for more
    than two years.
    3
    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
    there were additional categories of wastes for which further waste-specific landfill standards might be
    warranted.
    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)
    4
    and R90-
    26(B)
    5
    , 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
    6
    . It is that portion of Part 817 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 new 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
    7
    . 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:
    * * * * * * *
    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(A), July 21, 1994.
    5
       
    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.
    6
    See today’s order for the full text of the table of contents of Part 817.
    7
    Class I groundwaters are groundwaters that constitute potable resources, as defined at 35 Ill. Adm.
    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
    .
    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 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 proposal would retain this prohibition generally, but would 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 proposed amendments would, 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 a 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
    proposal offers 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.

    5
    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. According to Christopher Peters of ICMA,
    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 requests that an
    applicant should be allowed to site or continue to operate a PUW landfill if such a technical
    demonstration is made.
    ICMA’s revised language, at the request of the Agency, proposes that this demonstration be
    made through the use of a site-specific groundwater model developed and evaluated by an Illinois-
    licensed Professional Geologist, or through other appropriate means prepared by an Illinois-licensed
    Professional Geologist such as historical knowledge of local conditions or regional geological and
    hydrogeological data. However, because the licensing program for Illinois-licensed Professional
    Geologists is just now developing, ICMA states that
    there will not be an adequate supply of licensed Professional Geologists until mid-1997. The Board
    finds this current shortage problematic and will not condition the exemption to become effective at some
    future uncertain date. Therefore the Board will require that demonstration to be made to a qualified
    geologist, as suggested by the Agency and ICMA.
    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.

    6
    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.
    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
    MODIFICATIONS OF ICMA’S PROPOSAL
    Today’s proposed first notice differs is some particulars from the revised proposal offered by
    ICMA. The changes are proposed by the Board for the purpose of adding further clarity to the
    language of the proposal, as well as conforming the proposal to necessary formats. ICMA and the
    Agency are requested to review these changes and advise the Board of their perspective on the
    changes.

    7
    The one change that the Board today proposes which it believes to be substantive is change of
    the word “parts” to “paths” at 817.309(b)(1)(C). The subject of this subsection are potential routes of
    groundwater migration. In this context, the word “parts” should clearly instead be “paths”.
    CONCLUSION
    The Board believes that ICMA has presented evidence warranting further consideration of this
    matter. Accordingly, we today find that the record before us justifies adopting the proposal for first
    notice.
    The Board will again review the record in this matter upon completion of the first notice period,
    and determine then whether the record continues to support moving this matter towards adoption.
    ORDER
    The Board hereby proposes for first notice the following amendments to 35 Ill. Adm. Code
    817. The Clerk of the Board is directed to file these proposed rules with the Secretary
    of State.
    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
    817.105
    Waste Classification
    817.106
    Waste Classification Limits
    817.107
    Waste Mining

    8
    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
    817.418
    Final Slope and Stabilization

    9
    817.419
    Load Checking

    10
    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 (Ill. Rev. Stat. 1991, ch. 111½, pars. 1005, 1021, 1021.1, 1022,
    1022.17, 1028.1 and 1027 [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)
    Tthere 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)1)
    The stratum has a minimum thickness of 15.2 meters (50 feet);
    B)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;
    C)3)
    There is no indication of continuous sand or silt seams, faults, fractures
    or cracks within the stratum that may provide paths parts for migration;
    and
    D)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.; or

    11
    2)
    The owner or operator of the unit has demonstrated to the Agency, through the
    use of a site-specific groundwater model developed and evaluated by a
    qualified geologist, or through other appropriate means prepared by a qualified
    geologist, 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
    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.

    12
    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.
    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 _________________, 1996, by a vote of
    _______.
    ______________________________
    Dorothy M. Gunn, Clerk
    Illinois Pollution Control Board

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