ILLINOIS POLLUTION CONTROL BOARD
    September 27, 1990
    IN THE MATTER OF:
    GROUNDWATER QUALITY STANDARDS
    )
    R89-14
    (35 ILL. ADM.
    CODE 620)
    )
    Proposed Rule
    First Notice
    OPINION
    AND
    ORDER OF THE BOARD
    (by P.C.
    Fleinal):
    This matter comes before the Board pursuant to Section
    8 of
    the Illinois Groundwater Protection Act
    (“IGPA”),
    Ill.
    Rev.
    Stat.
    1989,
    ch.
    111 1/2, pars.
    7451 et ~g.
    Section
    8 mandates inter
    alia that the Illinois Environmental Protection Agency
    (“Agency”)
    propose and the Board promulgate “regulations establishing
    comprehensive water quality standards which are specifically for
    the protection of groundwater”
    (IGPA at Section 8(a)).
    Today the Board adopts
    a proposal for First Notice.
    PROCEDURAL HISTORY
    The Agency filed its proposal,
    accompanied by a Statement of
    Reasons,
    on September 21,
    1989.
    Prior to filing its proposal,
    the Agency had undertaken an extensive round of discussion
    sessions and work shops at which it invited comments and
    suggestions regarding the proposal from other State agencies,
    public interest groups,
    and the general public
    (Statement of
    Reasons at p.
    4—10).
    Among groups which provided comment and
    suggestions were the Interagency Coordinating Committee on
    Groundwater and the Groundwater Advisory Council, pursuant to
    rules assigned these groups in the IGPA at Section 8(a).
    The Economic Impact Statement
    (“EcIS”), which pursuant to
    the IGPA was prepared concurrently with development of the
    Agency’s proposal, was filed January 31,
    1990
    (DENR Exh.
    5).
    On March 26,
    1990 an alternate proposal was filed by the
    NcHenry County Defenders, Citizens for a Better Environment,
    and
    the Illinois Chapter of the Sierra Club (collectively as
    “Defenders”).
    On June
    1,
    1990 the Agency filed a revised
    proposal
    (Public Comment
    #16).
    In addition to the two complete proposals presented to the
    Board, various other suggestions regarding the nature and/or
    specific language have been received both at hearing and within
    Public Comments
    (“PC”).
    Public Comments have been filed by CIBA—
    GEIGY Corporation
    (PC #1), Citizens for Controlled Landfills
    (PC
    #2), Chemical Industry Council of Illinois
    (“dcl”)
    (PC ~3)
    Waste Management of Illinois
    (PC #4,
    #15),
    Illinois Department
    of
    115—171

    —2—
    Energy and Natural Resources
    (“DENR”)
    (PC #5), United States
    Environmental Protection Agency (“USEPA”)
    (PC #6),
    Illinois Farm
    Bureau
    (PC #7),
    Defenders
    (PC
    #8),
    Illinois Department of
    Agriculture
    (PC #9),
    Illinois Coal Association
    (PC #10),
    Illinois
    Environmental Regulatory Group
    (“IERG”)
    (PC #11),
    Illinois
    Fertilizer
    & Chemical Association
    (“IFCA”)
    (PC
    #12)
    ,
    Illinois
    Department of Transportation
    (PC #13),
    Illinois Steel Group
    (PC
    #14,
    #18), and the Illinois Department of Mines and Minerals
    (PC
    #17).
    Many of these organizations and agenciesalso participated
    at hearing.
    Six days of hearings have been held to date,
    including
    hearings on the Agency’s initial proposal, the EcIS, and the
    Defenders’
    alternative proposal.
    FUTURE HEARING AND REQV
    m
    FOR ADDITIONAL COMNENT
    In preparing today’s propc
    ~,
    the Board has considered the
    broad range of perspectives,
    in
    ~ghts, and recommendations which
    have been brought before
    it.
    Tr~:? result
    is a proposal which
    amalgamates materials from mu1t~:le sources.
    Because these
    materials are seen today for the first time in their aggregate
    form,
    the Board not only solicits comment on particular
    provisions
    (see various following requests), but also on the
    workability of the proposal as
    a whole.
    In addition, the Board
    today, by separate Hearing Officer Order, schedules an additional
    hearing as a forum in which interested persons are invited to
    testify on today’s proposal.
    OUTSTANDING MOTIONS
    Late—Filed Comments and Motions
    to File
    The deadline set by the Hearing Officer for post hearing
    comments in this proceeding was May 31,
    1990.
    The Hearing
    Officer did not set a schedule for reply to any comments
    in this
    proceeding at this time.
    The Board notes that three filings were
    received after the May 31, 1990 deadline.
    These include the
    Agency’s comments and revised proposal,
    and comments from the
    Illinois Department of Mines and Minerals,
    received June
    1,
    1990.
    The Board accepts the Agency’s cDmments and revised proposal and
    Department of Mines and Minerals’
    comments, since they were
    mailed prior to the expiration of the May 31, 1990 deadline (See
    procedural rule 101.102(d)).
    ThB Board also accepts the Steel
    Group’s revised comments filed June
    6,
    1990 as this filing merely
    corrects typographical and grammatical errors contained in the
    earlier comments filed before May 31.
    On June 13,
    1990,
    the Defen~ersfiled
    a Motion for Leave to
    File Supplemental Post-Hearing CDmments and Supplemental Post
    Hearing Comments.
    Defenders’
    counsel states that she did not
    ~1
    ~--~
    72

    —3—
    receive copies of the Agency’s comments and revised proposal
    until June
    7,
    1990.
    Defenders asks the Board to allow this
    filing as a response to the Agency’s revised proposal, claiming
    that under the current comment deadline,
    there has been no
    opportunity to respond to the Agency’s revised proposal.
    For the
    reasons given below,
    the Board denies the Defenders’
    motion.
    However, the Defenders or anyone else who wishes to respond to
    the Agency’s revised proposal or the Board’s proposal for First
    Notice may do so at hearing or may file comments during the First
    Notice comment period.
    In order to allow for the most expeditious handling of this
    rulemaking,
    the Hearing Officer in this proceeding specifically
    set a schedule which allowed for the filing of comments by a
    certain date, and did not include time for responses to any other
    participant’s comments.
    The numbers of participants and nature
    of this complicated rulemaking require the adherence to comment
    deadlines as much as possible,
    in order to continue to handle
    this matter as expeditiously as possible.
    It is true that the
    Agency filed
    a revised proposal with its comments,
    and that there
    has not been opportunity at this time to respond to the
    revisions.
    However, the Board emphasizes that there will be
    further opportunity to comment on this revised proposal or any
    proposal subsequently adopted by the Board during the First
    Notice comment period
    in this proceeding.
    The Board further
    notes that the changes made to the Agency’s proposal appear to
    involve issues which were already discussed by participants
    during hearings on this matter.
    EcIS Revision
    The Agency,
    on page 12 of the Statement of Reasons which
    accompanies its revised proposal
    (PC #16),
    “requests that the
    Board direct DENR to review the Agency’s revised proposal and
    prepare an EcIS that studies the economic impact of the proposal
    based upon criteria set forth in Ill.
    Rev. Stat.
    1989,
    ch 96
    1/2,
    par.
    7404(a).”
    The Board construes this request as a motion.
    On September 28,
    1989,
    the Board noted that Section 8 of the
    IGPA specifically exempted these proposed rules from the
    requirements of Section 27(b)
    of the Act,
    and provided for
    completion of an EcIS concurrent with the development of the
    proposal.
    This was done and an EcIS document was filed.
    Since
    this EcIS was prepared concurrently with the development of the
    Agency’s proposal, parts of the Agency’s revised proposal,
    the
    Defender’s proposal,
    and now this Board proposal could not be
    discussed
    in that document.
    In any event, the Board at this point does not believe an
    additional formal EcIS
    is warranted.
    This does not mean that
    additional economic information on the Agency’s revisions,
    the
    Defender’s proposal,
    or the Board’s First Notice proposed rules
    would not be useful or desired.
    In fact,
    in today’s Opinion, the
    115—173

    —4—
    Board does not provide the usual detailed analysis of the
    economic impact of the proposed rules in order to examine the
    issue more fully as it relates to the proposal presented today.
    Therefore,
    the Board requests that DENR and anyone else who
    desires to do so provide the Board with economic information at
    hearing.
    Designation of Waste Management Testimony as Comment
    On May 2,
    1990 the DENR filed
    a Motion requesting that the
    testimony of witnesses John Baker and John McDonnell of Waste
    Management of Illinois,
    Inc.
    (“WMI”),
    be designated
    “comments”
    rather than “testimony”.
    The motion is denied.
    The Board fails
    to see any purpose to DENR’s motion.
    The Board
    is fully capable
    of assessing the merits of and weight to be given to materials
    which enter its record, and will do so with the materials in
    question.
    This circumstance notwithstanding, the Board does not
    believe that DENR has in any way been denied opportunity to
    present questions to these two witnesses.
    To the contrary,
    exceptional effort has been made to accommodate DENR,
    (See
    P.
    at
    956)
    GENERAL PRINCIPLES UNDERLYING TODAY’S PROPOSAL
    Prior to presenting the today’s proposal,
    the Board believes
    that it is instructive to set out some of the principles which
    guided the construction of the instant proposal.
    Simplicity
    Among the most salient of these principles
    is the
    desirability of promulgating a system of standards which is not
    needlessly complicated.
    A simple rule
    is particularly desirable
    in the instant case because the arena of groundwater standards is
    so new.
    In this circumstance
    it
    is wise to resist the temptation
    to build an overly elaborate rule where there is no history to
    warrant the conclusion that the elaborate rule
    is either
    necessary or workable.
    While the Board notes that the two complete proposals before
    it, those of the Agency and the Defenders,
    each evince great
    thought and ingenuity and much of merit which the Board today
    adopts as
    it own,
    they also both contain elements of what we
    believe is needless complication.
    A case
    in point
    is the system
    of defining Class
    I groundwaters and exceptions thereto,
    as
    proposed by the Agency1.
    If one accepts,
    as the Board does
    (see
    1
    The Agency’s Class
    I groundwater,
    titled Potable Resource
    Groundwater,
    is defined more based on geographic and
    stratigraphic position than on inherent potability.
    In
    particularly, groundwater would be classified as Class
    I
    115—174

    —5—
    below), that all groundwaters should be protected from use
    degradation,
    irrespective of whether that use is presently
    occurring,
    it follows that much of the Agency’s classification
    edifice
    is both unnecessary and unjustified.
    A second case in point is the permitting system proposed by
    the Defenders
    (see P.
    at 976—8; PC #8 at 5-7,
    11-13).
    Under this
    system no change in groundwater quality beyond “background” would
    be allowed absent a permit from the Agency.
    Aside from the very
    practical problems associated with determining what constitutes
    “background”
    (e.g.,
    PC
    #7 and #9), the Board is not convinced
    that the costs associated with a permitting system are
    commensurate with the amount of environmental protection
    afforded.
    The Board believes that the matter of available resources
    must also enter into other aspects of construction of the instant
    regulation.
    A regulation is only as good as the availability of
    resources to implement and enforce
    it.
    With these various considerations in mind, the Board does
    not today propose several regulatory possibilities which it might
    under other circumstances find attractive.
    These include
    additional mandatory data collection and establishment of data
    bases by DENR and/or the Agency,
    mandatory monitoring and
    determination of current groundwater quality by all entities
    and/or activities which might impact groundwater,
    and mandatory
    investigation
    (as opposed to Agency discretionary investigation)
    of all possible cases of groundwater contamination.
    Emphasis on Potable Waters
    The need for a groundwater protection program arises because
    groundwater constitutes a valued resource.
    This principle is
    clearly articulated in the opening sentence of the State’s
    Groundwater Protection Policy:
    it
    is the policy of the State of Illinois to
    restore,
    protect, and enhance the groundwaters of the
    State,
    as
    a natural and public resource.
    IGPA,
    Section 2(b).
    It
    is to be recognized,
    however, that not all groundwaters
    constitute the same level of resource;
    some groundwaters have
    greater resource value by virtue of their higher quality,
    quantity,
    accessibility,
    etc.
    Moreover,
    it is generally agreed
    depending upon geographic relationships among wellheads,
    setback
    distances,
    lateral areas of influence,
    proximate aquifers,
    and
    uppermost consolidated bedrock aquifers
    (see PC #16
    at proposed
    Section 620.204)
    115—175

    —6—
    that the degree of protection required is in some measure a
    function of the nature of the particular groundwater resource.
    This concept constitutes one of the bases for groundwater
    classification,
    and the application of different water quality
    standards, monitoring and remedial requirements, etc.,
    to the
    different classes.
    It is to be further recognized that potability2,
    as a rule,
    constitutes the “highest” use to which groundwaters are put.
    Potability,
    as a further rule,
    requires the highest degree of
    protection,
    including the most stringent standards,
    to maintain
    the use.
    Potable—use also is far and away the largest use to
    which groundwaters
    in Illinois are put,
    and will be put in any
    foreseeable future.
    Given these circumstances,
    it is apparent
    that any successful program of groundwater management must give
    special
    focus to potable groundwaters.
    Emphasis on potable
    groundwaters
    is,
    indeed, not only a feature of the two proposals
    presented -to—the~Board,
    it is—a-iso-a principal feature of today’s
    Board proposal.
    Protection of all Potable Waters
    A recurrent problem with the resource—protection concept of
    groundwater protection,
    however, concerns whether resource value
    should be associated only with groundwaters currently
    experiencing use,
    or whether
    it should also be associated with
    potentially usable groundwaters
    (e.g.,
    P.
    at 26,
    968-9; PC #6 and
    #8).
    This issue can be clearly seen in the matter of which
    groundwaters ought to be classified as potable resource
    groundwaters.
    The Board previously addressed this issue in P86-83.
    It
    there noted:
    Resource groundwaters are,
    at the minimum, those
    groundwaters which are presently being put to
    conventional use by reason of being of suitable
    quality, having local demand, and having been actually
    developed.
    Much of the record also indicates that
    resource groundwaters ought also to include those
    groundwaters which have the p~~i~l for being put to
    conventional use.
    This perspective is straightforward,
    in that it suggests that potential resources should be
    protected against the eventuality that at least some of
    2”Potable” is defined at in the IGPA as meaning “generally fit
    for human
    consumption
    in
    accordance
    with
    accepted water
    supply
    principles and practices”
    (Ill. Rev. Stat.
    1989,
    ch. 111 1/2, par.
    7453(h))
    31n the Matter of: A Plan for Protecting Illinois Groundwater,
    R86-8, Report of the Board, August 28,
    1986.
    115—176

    —7—
    them will find use in the future.
    The Board believes
    that this is a wholly correct perspective, and
    accordingly concludes that resource groundwaters should
    include groundwaters of potential use.
    (j~ at 11-3)
    The Board believes that this perspective remains correct
    today.
    Moreover, the Board believes that the General Assembly
    also endorsed this perspective by defining in the IGPA that a
    “‘resource groundwater’ means a groundwater that is presently
    being or
    in the future capable of being put to beneficial use”
    (IGPA at Section
    3(j),
    III. Rev. Stat.
    1989,
    ch.
    111 1/2, par.
    7453(j); emphasis added).
    That is, the Board believes that among
    the most necessary facets of the State’s groundwater protection
    program
    is the need to protect all drinkable water at a drinkable
    level.
    Similarly, the Board does not believe that current actual
    use should be the sole control of whether potable groundwater
    is
    afforded the protection necessary to maintain potability.
    We
    simply can not willfully neglect today
    a resource which future
    generations may well need and cherish.
    Among the proposals
    before the Board,
    the Board believes,
    as do several commentors
    (e.g., PC
    #6 and #8),
    that the Agency’s proposal4 falls short of
    providing protection for all those groundwaters which will at
    some future date be wanted for potable use.
    AMENDMENT TO 35 ILL.
    ADM.
    CODE:
    SUBTITLE
    C: WATER POLLUTION
    Although the principal regulations proposed today consist of
    new Part 620, the promulgation of Part 620 requires a conforming
    amendment to Subtitle
    C.
    The groundwater standards proposed
    today are intended to supersede the standards currently
    applicable to groundwater, which are found in Subtitle C.
    These
    currently applicable standards are the General Use and Public and
    Food Processing Water Supply Standards of 35
    Ill. Adm.
    Code:
    Subtitle
    C, which are applicable to groundwaters pursuant to
    Section 303.203
    of Subtitle C.
    The amendment today proposed for
    Section 303.203 deletes the applicability of the General Use and
    Public and Food Processing Water Supply Standards to groundwater.
    The language
    is as recommended by the Agency
    (PC #16,
    p.
    9).
    PART 620
    SUBPART
    A: GENERAL PROVISIONS
    ‘~
    The Agency’s initial proposal placed in the potable resource
    category only those groundwaters located within a limited distance
    of an existing water supply well (Agency Proposal p.
    7).
    Although
    the Agency’s revised proposal expanded this definition by adding
    all waters
    located with the uppermost bedrock aquifer
    (PC
    #16 at
    5), much potable groundwater would still escape classification as
    a potable resource due to its distance from an existing well or its
    stratigraphic location.
    115—177

    —8—
    Subpart A sets out the general provisions applicable to the
    entire Part
    620.
    In general, this Subpart closely follows the
    similar Subpart in both the Defenders’
    Proposal and the Agency’s
    Revised Proposal.
    The more substantive changes are noted here.
    Purpose
    ——
    Section 620.105
    Section 620.105 sets forth the purpose of the Part.
    The
    construction of the Section
    is the Board’s own, based on the
    Board’s view of the purpose of the Part and the intent expressed
    for the Part
    in the IGPA.
    The Defenders suggest insertion within this Section of the
    phrase “to assure that the ~groundwater
    resources of the State be
    utilized for beneficial and legitimate purposes,
    that waste and
    degradation of the resources be prevented, and that the
    underground water resource be managed to allow for inaximum~
    benefit of the people of the State of Illinois”
    (Def.
    Exh.
    7 at
    proposed Section 620.101).
    This language comes from the policy
    statement found at Section 2(b)
    of the IGPA.
    While the Board
    fully recognizes this policy statement, the Board believes that
    the proposed language more closely tracks the actual purpose of
    these rules proposed pursuant to Section
    8 of the IGPA,
    and
    therefore opts to use the more narrow version.
    The Board
    believes that this narrow purpose statement will more clearly
    alert the public to what is actually being regulated.
    Definitions
    ——
    Section 620.110
    Section 620.110 contains definitions applicable to Part
    620.
    The definitions chosen for inclusion have been derived from both
    the Agency’s and Defender’s proposals.
    The Board has also added
    several definitions,
    such as the definitions for “adverse
    effect”,
    “facility”,
    “LOAEL”,
    “NOAEL”,
    “owner”,
    “operator”,
    and
    “setback
    zone”.
    These
    definitions
    are
    derived
    from
    the
    Act
    or
    Board
    regulations.
    In
    some
    cases,
    as
    for
    example
    in
    the
    definitions
    of
    “new
    site” and “major reconstruction”, the definitions have been
    placed in Section 620.110,
    rather than within the body of the
    Part,
    as proposed by the Agency or the Defenders.
    As regards the
    definition of “new site”,
    the Agency
    is specifically requested to
    address how it
    intends that such terms as “commercial business
    class” be defined.
    General Prohibitions
    -—
    Section 620.115
    Section 620.115 contains
    a general prohibition against
    threatening,
    causing or allowing a violation of the Act,
    IGPA,
    or
    Board regulations including this Part.
    Incorporations by Reference
    —-
    Section 620.125
    11
    5-17R

    —9—
    Section 620.125 sets forth incorporations by reference.
    Changes have been made to these incorporations to conform the
    list to the actual documents received from the Agency, and the
    format has been changed to better conform to Illinois Register
    publication requirements.
    Exemptions from Subtitle
    C Standards
    —-
    Section 620.130
    -
    Section 620.130 exempts groundwaters from the General Use
    Standards or Public and Food Processing Standards of Subparts B
    and C of
    35
    Ill.
    Adm.
    Code
    302.
    This change,
    in combination with
    amendment to Section 303.203
    (see above)
    ,
    clarifies the
    relationship between 35
    Ill.
    Adrn.
    Code.Subtitle C and the instant
    proposal.
    xclusion
    for
    Underground
    Water
    in
    Certain
    Man—Nade
    Conduits
    —-
    Section
    620.135
    Section
    620.135
    explicitly
    excludes
    any
    underground
    waters
    which
    occur
    in
    dertain
    man—made
    conduits
    from
    the
    application
    of
    the rules proposed today.
    The man—made conduits
    included are
    subsurface
    drains,
    tunnels,
    reservoirs,
    storm
    sewers,
    tiles,
    and
    sewers5.
    Waters
    in such conduits do not have the conventional
    characteristics and properties of groundwater, and it
    is
    therefore inappropriate to apply to them water quality standards
    which are based upon groundwater characteristics and properties.
    It is perhaps arguable that Section 620.135
    is not necessary
    since the definition
    of groundwater itself would seemingly
    exclude water
    in most,
    if not
    all,
    of
    the
    man-made
    conduits
    listed.
    Thus,
    if these waters are not groundwaters, groundwater
    standards would not apply to them.
    However,
    the record attests
    that
    there
    is sufficient confusion on
    this
    matter
    (see
    Agency
    Statement of Reasons,
    p.
    11;
    PC ~9; PC ~10; PC
    #13)
    to warrant a
    definitive exclusion for water in man-made conduits.
    It should be recognized that water
    in man-made conduits
    is
    not excused from all water quality standards.
    To the extent that
    such waters are “Waters of the State”,
    they would be subject to
    the water quality standards of Subtitle C.
    As well,
    if and when
    such waters are discharged to the surface, they would be subject
    to water quality standards applicable to surface waters.
    The
    Illinois Department of Agriculture notes this conclusion with
    respect to drainage from agricultural field tiles:
    It
    is inappropriate to apply any numbers
    or standards
    to water
    in
    a drainage tile except surface water
    51t
    is
    to
    be
    noted
    that
    specifically
    not
    included
    are
    waters
    within
    wellu,
    well
    casings,
    or other structures
    designed
    to tap
    groundwater.
    1
    1 5—179

    —10—
    standards
    at
    the
    point
    of
    discharge
    t-o
    a
    surface
    water,
    at which point one must also consider the effects of
    mixing.
    PC
    #9
    at
    p.
    1.
    The Agency’s revised proposal contains additional
    exclusionary language which
    is today ii~~
    being proposed because
    it is unnecessary.
    In particular,
    the Agency proposes that
    Section 620.135 be in
    the
    form:
    Section 620.135
    Exclusions
    This
    Part
    does
    not
    apply
    to
    groundwaters
    discharged
    to
    surface
    waters
    as
    a
    result
    of:
    a)
    Subsurface
    drains,
    tu~riels,
    stor~isewers,
    tiles,
    sewers,
    and
    other
    man-ma
    conduits.
    b)
    Dewatering
    operations
    assoc±atr
    with
    construction or excavation:
    1)
    For
    the
    discovery,
    develop::ent,
    or
    production
    of
    stone,
    sand,
    ~rave1,
    or
    coal;
    or
    2)
    For
    other
    structures
    (except
    for
    structures associated with the
    discovery,
    development,
    or
    production
    of
    oil
    or
    gas)
    where
    dewatering
    is
    necessary
    (e.g.,
    installation
    of
    tanks,
    foundations,
    piers,
    or
    pilings).
    c)
    Dewatering operations designed
    t.o protect
    publicly—owned
    permanent
    structures
    or
    facilities
    from
    the
    adverse
    effects
    of
    high
    groundwater
    levels.
    This
    provision
    is
    unnecessary
    since
    a
    “groundwater
    discharged
    to
    surface
    water”
    ceases
    to
    be
    a
    groundwater
    since
    it
    not
    longer
    meets
    the
    definition
    of
    a
    groundwater
    (i.e.,
    the
    water
    is
    no
    longer
    underground,
    it
    is
    no
    longer
    within
    the
    saturated
    zone,
    etc.).
    It
    is
    thus
    unnecessary
    to
    list
    the
    Agency’s
    specific
    examples
    of
    “excluded
    discharged groundwater”,
    since by
    definition
    all discharged groundwaters are excluded from the
    operation
    of
    Part
    620.
    SUBPART
    B:
    GROUNDWATER
    CLAss::FICATI0N:
    Subpart
    B
    sets
    out
    the
    general
    groundwater
    classification
    system,
    criteria for classifying specific groundwaters, and
    procedures for amending the classification of any specific
    groundwater.
    Subpart B follows the Agency’s Amended Proposal in
    l15—1.S~)

    —11—
    general
    form.
    However,
    it differs
    in specifics as noted
    following.
    List of Groundwater Classes
    —-
    Section 620.201
    Section 620.201 establishes that there are five classes
    of
    groundwater.
    Four of these classes are drawn in concept,
    although not necessarily
    in specifics,
    from the Agency’s
    proposals.
    The fifth,
    Special Resource Groundwater,
    is drawn
    from the Defenders’
    proposal.
    It
    is
    intended that every
    groundwater
    in the State belong to one of the five classes.
    Potable Groundwaters
    Class
    -—
    Section 620.210
    Section 620.210 establishes the definition of a Class
    I:
    Potable Resource Groundwater.
    Included are all groundwaters
    which are naturally potable and which are available at a yield of
    at least 150 gallons per day.
    A groundwater is identified as
    being naturally potable if Safe Drinking Act water quality
    standards are met without treatment.
    The 150 gallons per d~ylimit
    is that limit which the USEPA
    defines as a yield sufficient for a groundwater to serve as water
    source for a household unit
    (Defender’s Exh.
    6,
    p.
    39, 45;
    PC #16
    at p.
    12-16).
    The Board notes that the IGPA defines an aquifer
    as a saturated soil or geological material which is sufficiently
    permeable “to readily yield economically useful quantities of
    water to wells,
    springs, or streams under ordinary hydraulic
    gradients”
    (Ill. Rev.
    Stat., ch.
    ill
    1/2,
    par.
    7453(b); emphasis
    added).
    To the extent therefore that 150 gal/day constitutes the
    “economically useful quantity”,
    the number serves to quantify the
    meaning of an aquifer and Section
    620.210(a) (2) serves to limit
    Class
    I groundwaters to waters in aquifers
    so defined.
    The Board notes that there
    is no attempt to further limit
    the definition of potability by qualifiers relating to distance
    from existing wells,
    time of travel to existing wells,
    or
    stratigraphic position,
    as occurs
    in the Agency’s proposal.
    This
    is in keeping with the Board position that all naturally potable
    groundwaters
    should be recognized as
    such,
    irrespective of
    whether they are currently experiencing use as
    a potable water
    supply
    (see above)
    .
    For the same reason the term “Potable
    Resource Groundwater”, rather than “Potable Use Groundwater”,
    is
    employed in the title of this class.
    Some groundwater contaminants,
    such as iron,
    manganese, and
    radium, are sometimes naturally found in Illinois groundwaters at
    concentrations which exceed MCLs.
    Section 620.210(b)
    allows
    groundwater containing these specific contaminants to still
    be
    classified as Class
    I groundwaters.
    The Board specifically
    requests comment on the appropriateness and completeness of the
    proposed contaminant list at Section 620.210(b).
    ii 5—ISi

    —12—
    The General Resource
    (Default)
    Class
    ——
    Section 620.220
    Class II: General Resource Groundwaters are, by definition
    at Section 620.220, the default groundwaters.
    That is, Class II
    consists of those groundwaters which are ~
    Class
    I,
    III,
    IV, or
    V.
    For example,
    a groundwater which otherwise has chemistry
    suitable for potable use without treatment, but which
    is
    unavailable in volumes greater than 150 gal/day, would
    fall into
    Class II.
    In general,
    a groundwater could fall into Class II
    if
    it is not potable by virtue of quantity or quality limitations,
    if it is not in a remedial posture pursuant to qualifications for
    a Class III groundwater,
    if
    it is not otherwise naturally limited
    pursuant to Class IV qualifications,
    or
    if it has not been
    otherwise specially classified according to Class V procedures.
    The Board anticipates that groundwaters in “tight”
    hydrogeologic units will constitute one of the most common
    occurrences- of Class II groundwaters~.-~-These are
    -
    groundwaters
    which,
    irrespective
    of
    their
    chemistry,
    are
    unavailable
    in
    quantities sufficient for use.
    Another common occurrence
    is
    likely to be groundwaters which are not
    so saline as to warrant
    classification as Limited Resource Groundwaters, but which
    nevertheless are too saline to be potable without treatment.
    It is possible that
    a third major category of Class II
    groundwaters will be groundwaters which would otherwise be Class
    I:
    Potable Resource Groundwaters, except that they naturally fail
    to meet Drinking Water Act standards for a parameter or two.
    Data are presently insufficient to other than speculate on the
    possible occurrences of this type of Class
    II groundwater.
    Given the multiplicity of ways that
    a groundwater may be
    classified as a Class II groundwater,
    in the long term it may be
    advisable to either subdivide Class II or split out additional
    classes from Class
    II.
    However, the Board believes that this
    endeavor, should it be undertaken, best awaits some experience
    with the more general classification proposed here.
    Remedial Groundwaters
    —-
    Section
    620.230
    Section 620.230 establishes criteria by which a groundwater
    is placed within Class III: Remedial Groundwaters.
    The listed
    criteria are essentially those proposed by the Agency,
    with only
    minor word changes intended to improve clarity.
    Class III Groundwaters are groundwaters that,
    due to
    contamination, temporarily cannot meet the water quality
    standards which would otherwise apply to them.
    Included within
    the class are contaminated groundwaters at sites on the National
    Priorities List and State Remedial Action Priorities List,
    at
    sites with leaking underground storage tanks,
    sites subject to
    corrective action approved by the Agency pursuant
    35 Ill. Adm.
    Code: Subtitle
    G,
    sites undergoing corrective action pursuant to
    11
    5—182

    —13—
    35 Ill.
    Adra.
    Code 615 or 6166 permitted coal mining sites,
    or
    coal mining sites that were mined prior to current State Land
    reclamation regulations.
    Under subsection
    (g)
    a groundwater may
    also be placed in Class III or reclassified pursuant to an
    adjusted standard proceeding before the Board.
    A characteristic of a Remedial Groundwater is that placement
    within this class
    is inherently temporary.
    When remediation
    is
    complete,
    the groundwater should revert to its natural (“pre-
    remediation”)
    class.
    The IFCA has recommended that the Board add an interim
    compliance status to Class
    III groundwaters to include
    groundwaters which are undergoing voluntary remedial action
    (PC
    #10 at
    p.
    3).
    The IFCA believes that,
    at least under the
    Agency’s proposal,
    an interim status is needed to allow for a
    transition period for facilities which were
    in compliance with
    prior regulations to come into compliance with the instant
    regulations
    (Id.).
    The Board requests that the IFCA and other
    interested persons review the regulation as proposed today
    (compared to the Agency’s version) and re—express their concern
    should the concern still
    remain.
    Limited Resource Groundwaters
    --
    Section 620.240
    Section 620.240 sets out criteria for classifying Class IV:
    Limited Resource Groundwaters.
    There are two such criteria:
    total dissolved solids concentration greater than 10,000 mg/l,
    or
    designation by the Board as an exempt aquifer pursuant to 35 Ill.
    Adm.
    Code 730.104.
    A groundwater may also be placed in Class IV
    pursuant to an adjusted standard
    (or site-specific)
    proceeding
    before the Board.
    Section 620.240
    is adopted directly from the
    Agency’s proposal.
    Special Resource Groundwaters
    ——
    Section 620.250
    Section 620.250, Class V:
    Special Resource Groundwaters,
    is
    derived in concept from the Defenders’ proposal, which
    ip
    turn
    is
    based on the USEPA groundwater classification strategies
    .
    The
    Defenders’
    contend that
    in certain circumstances a groundwater
    may take on an ecologically vital role,
    as for example when its
    635
    Ill.
    Admn.
    Code
    615
    and
    616
    consist
    of
    regulations
    currently in proposal-form before the Board in Docket P89-5.
    Their
    purpose
    is to
    implement
    the setback zone
    and regulated recharge
    area provisions of Sections 14.4(b)
    and 14.4(d)
    of the Act.
    It is
    currently anticipated that promulgation of these regulations will
    follow promulgation of the instant regulations.
    7See Guidelines for Ground-Water Classification under the EPA
    Ground—Water
    Protection
    Strategy,
    USEPA
    Office
    of
    Ground-Water
    Protection, November 1986: Defender’s Exh.
    6.
    115—183

    —14—
    discharge supports a vital wetland
    (P.
    at 969—971).
    Other
    examples might include caves,
    lakes,
    ponds,
    streams, and perhaps
    even the more moist varieties of prairies and forests.
    The
    Defenders’ propose a special class of groundwaters
    (their Class
    II)
    to encompass these circumstances.
    The Board believes that the concept of ecologically vital
    groundwaters warrants further consideration,
    and accordingly
    includes this concept in today’s proposal to facilitate
    additional discussion.
    However,
    in terms of a classification
    system, the Board believes that ecological vitality is but one
    possible reason why a groundwater might be considered to be a
    Special Resource.
    Accordingly,
    Class V is set up to include any
    groundwater, which by virtue of some special characteristic,
    should not be placed ~ ~ one of t~e other classes.
    As presently constructed,
    i-
    cement of a groundwater within
    Class V requires a formal acttt~ y--e±thertheBoard,though~a
    site-specific or adjusted stand~
    proceeding,
    or by the Agency.
    The Agency’s ability to classify
    a groundwater as Class V is
    restricted to the circumstance o~an Ecologically Vital
    Groundwater, according to Sectic—
    620.250(a)(2).
    This latter
    provision tracks the Defenders’
    ~:roposal.
    The Board invites comment on these provisions
    in general.
    In addition,
    the Board particularly requests the Agency to
    comment
    on
    the
    roles
    assigned
    to
    it
    in
    proposed
    Section
    620.250(a) (2) and
    (b).
    The Board also invites other groups or
    agencies to advise the Board of l:heir desire and ability to
    participate in the effort to establish criteria for Ecologically
    Vital Groundwaters identified at Section 620.250(b).
    Adjusted Standards
    ——
    Section 620.260
    Section 620.260 specifies that reclassification of any
    groundwater can occur as a result of an adjusted standard
    proceeding before the Board.
    The Section also specifies the
    level
    of justification required of
    a petitioner and other
    information to allow the Board to determine the adjusted
    standard,
    pursuant to Section
    28.1 of the Act.
    The Board has
    used the information requirements as proposed by the Agency, with
    some changes to clarify the terms “beneficial or necessary.”
    The Board notes that,
    in addition to an adjusted standard,
    recourse to reclassification of
    ~.
    particular groundwater would
    also be available via the site-specific rulemaking process.
    The IFCA requests that the Board include a provision that
    “will allow a like class of facilities as a group to seek relief
    through an adjusted standard”
    (PC #12 at p.
    6; emphasis added).
    The Board does not see anything in the adjusted standard
    procedures of the Illinois Environmental Protection Act or the
    instant rule which would preclude an adjusted standard action
    11 5—1.84

    —15—
    being brought on behalf of
    a group of named individuals
    or named
    facilities.
    Addition of such provision
    in the instant proposal
    would therefore appear to be unnecessary.
    The Board notes that a
    group could alternatively pursue the desired relief through
    a
    rulemaking proceeding.
    Since,
    there are differences
    in proofs,
    conduct of hearings,
    etc., between adjusted standards proceedings
    and rulemaking proceedings,
    any interested groups would be
    advised to consider both before electing a course of action.
    SUBPART C:
    GROUNDWATER QUALITY STANDARDS
    Subpart C sets out the groundwater quality standards
    applicable to various classes of groundwater.
    In general
    form,
    the Subpart follows Subpart C of the Agency’s revised proposal
    (PC #16)
    .
    However, numerous alterations have been made
    reflecting the general guiding principles discussed above,
    as
    well as other considerations
    as noted in the following.
    Among general alterations, the Board notes that the Agency’s
    use of the term “criteria” has everywhere been altered to
    “standard”
    so as to be consistent with the use of these terms in
    the Act and
    in
    35 Ill.
    Adm. Code.Subtitle C
    (see particularly
    definition of “criterion”
    at Section 3.80 of the Act and at 35
    Ill. Adm.
    Code 302.100).
    Applicability and the “Natural Causes Exclusion”
    -—
    Section
    620.301
    Subpart C begins with a scope and applicability statement
    which contains two principal concepts.
    These concepts are that
    (1) the standards must be met
    (else there exist
    a violation of
    the regulations), except that
    (2) the standards need not be met
    if due to natural causes.
    Both concepts are found generally
    in
    the two proposals before the Board, but are here presented as a
    single preface
    to Subpart C.
    The second concept, which is the “natural causes exclusion”,
    is a powerful and important provision of the entire groundwater
    regulatory package.
    It is not the Board’s intention to require
    compliance with standards which are exceeded due to natural
    causes.
    Nondegradation
    ——
    Section 620.305
    Section 620.305 contains the groundwater nondegradation
    provision.
    The provision is basically the same provision which
    currently applies to groundwaters through the operation of
    35
    Ill.
    Adin.
    Code 302.105.
    However, since an intent of the instant
    proposal
    is to divorce groundwater from regulation under Part 302
    (and associated
    Parts of Subtitle C),
    it is necessary to repeat
    the provision here.

    —16—
    No
    Penalty
    for
    Prior
    Degradation
    ——
    Section 620.307
    Today’s proposal retains at Section 620.307
    a provision
    recommended by the Defenders.
    A similar concept is advocated by
    IERG
    (PC #11), the IFCA
    (PC #12),
    and the ISG
    (PC #18),
    although
    only the Defenders’
    propose actual language.
    The thought behind
    the provision is explained by the Defenders:
    No
    penalties
    are
    to
    be
    imposed
    under
    the
    Defenders’ proposal for contamination caused, by lawful
    activities occurring before the effective date of the
    regulations.
    ...
    this provision would in essence
    “grandfather” preexisting contamination for the purpose
    of penalties under this Part.
    ...
    Dangerous
    contamination cannot, however, be left in place, nor is
    it intended that this Section impede other regulatory
    programs.
    Therefore,
    this
    Section)
    ensures that the
    “grandfathering” will not precludeanycorrective
    -
    action required under other regulatory programs.
    Defenders Exh.
    7 at p.
    5.
    While
    the
    Board
    believes
    that
    some
    grandfathering
    may
    be
    warranted,
    it not yet convinced that a broad rule of general
    applicability—type of grandfathering has been justified.
    Moreover, the Board notes that the Defenders’
    offer their
    grandfathering provision within the context of their larger
    proposal.
    The Board is thereby uncertain whether proposed
    Section 620.307 can be taken out of context.
    Interested persons
    are particularly requested to comment on this matter.
    Additionally, the Board notes that the phrase “lawful
    activity”,
    if used, may be required to be defined.
    Interested
    persons are requested to comment on this matter,
    including
    alternatives
    to
    use
    of
    the
    term.
    Potable Resource Groundwater Standards
    -—
    Section 620.310
    Section 620.310 sets out the groundwater standards
    applicable to Potable Resource Groundwaters.
    Since potable
    groundwaters should be available for drinking water supply
    without treatment,
    it is the Board’s belief that standards
    applicable to potable groundwaters must be,
    in substantial part,
    the same standards which apply “at-the-tap” pursuant to the Safe
    Drinking Water Act
    (“SDWA”).
    That
    is, the standards should be,
    again
    in substantial part, the maximum contaminant levels
    (“MCLs”) promulgated pursuant to the SDWA8.
    Accordingly,
    this
    8The Board notes that the Agency’s proposal
    is also premised
    on
    promulgation
    of
    only
    “health—based
    criteria
    ...
    which
    are
    identical to the final enforceable federal criteria of the SDWA
    MCLs”
    (R.
    at 51—2).
    115—186

    —17—
    concept is employed in the instant proposal at Section
    620.310(a)
    The manner in which the standards/MCLs are presented at
    Section 620.310(a)
    is
    intended to address one of the historical
    difficulties with incorporation of numeric standards within
    regulations, which
    is the need to constantly revise the numbers
    as new information is developed.
    This difficulty
    is particularly
    apparent as regards the current MCL situation because the USEPA,
    the originator of MCL values,
    is in the process
    of a major MCL
    promulgation effort.
    Thus,
    it is to be expected that the current
    MCL list will be experiencing relatively large changes within the
    coming years.
    Ordinarily
    this circumstance would imply that Part 620
    regulations would have to be regularly reopened and updated to
    accommodate
    new
    NCLs.
    However,
    the
    Board
    today
    proposes
    a
    stratagem which both forestalls the need to constantly update the
    MCL list at Section 620.310 and also assures that the MCLs of
    Section 620.310 remain current.
    The stratagem consists of
    identifying the groundwater standards which apply to Potable
    Resource Groundwaters as being identical to the MCLs found at 35
    Ill. Adm.
    Code 611.Subpart
    F.
    35
    Ill.
    Admn.
    Code
    6ll.Subpart
    F
    contains the “identical
    in substance” MCL5 promulgated pursuant
    to the SDWA and the Act.
    As such,
    6ll.Subpart
    F
    is subject to
    updates every six months,
    pursuant to the Board’s SDWA “identical
    in
    substance”
    update
    program.
    A
    few
    of
    the
    MCLs
    of
    35
    Ill.
    Adm.
    Code
    6l1.Subpart
    F
    may
    have uncertain applicability to groundwaters.
    The Board views
    turbidity as being among these,
    since turbidity
    is not normal.y
    associated with groundwaters.
    Where significant groundwater
    turbidity does occur, as perhaps
    in some karst groundwaters9,
    the
    turbidity would likely be related to natural causes and hence the
    MCL would not control as the standard anyway
    (through the
    operation
    of
    the
    natural
    causes
    exclusion
    of
    Section
    620.301)
    The Board has therefore contemplated excepting the turbidity MCL
    from service as a groundwater quality standard.
    The Board
    requests advice on this strategy.
    The standards proposed today for Potable Resource
    Groundwaters depart from one—to-one conformity with the MCLs of
    the SDWA as regards carcinogens,
    in keeping with the special
    emphasis on carcinogens found at Section 8(a)
    of the IGPA.
    In
    particular, today’s proposal specifies at Section 620.310(b)
    that
    9The
    Board
    notes
    that
    the
    very
    special
    character
    of
    groundwater
    in karst
    regions
    is generally
    not recognized
    in the
    instant
    proposed
    regulations.
    The
    Board
    therefore
    believes
    that
    at some
    future
    date
    it
    would
    he
    advisable
    to
    incorporate
    special
    provisions
    pertinent
    to
    karst
    groundwater
    into
    the
    Board’s
    groundwater regulations.
    115—1 87

    —18—
    no substance which is a carcinogen shall occur at
    a concentration
    above its level of detection.
    For the purposes of Part 620 and
    today’s proposal,
    a substance is defined at Section 620.125 as a
    carcinogen
    if it is a group A,
    Bl,
    B2, or C carcinogen pursuant
    to USEPA Carcinogenic Risk Assessment guidelines,
    51
    Fed.
    Reg.
    33992-34003
    (September 21,
    1986).
    Groups A and B include known
    and
    probable
    human
    carcinogens,
    respectively.
    Group
    C
    includes
    substances
    which
    are
    possible
    human
    carcinogens.
    The
    Board
    requests
    comment
    on
    the
    advisability
    of
    including
    Group
    C
    carcinogens.
    The
    special
    standards
    at
    Section
    620.310(c)
    for
    chloride,
    sulfate, and total dissolved solids
    (“TDS”)
    are proposed in
    concert with the Agency’s recommendation.
    As the Agency notes,
    the standards as propps~d ~re ,b~
    on,the~5.percent. confidence
    concentration level from all of the groundwater monitoring
    conducted by the Agency from community wate’r supply wells”
    (Statement of Reasons at p. 16~
    Accordingly, the numbers for
    these standards may depart from one—to-one conformity with
    current or future MCLs.
    In its revised proposal,
    the Agency recommends that the
    standards for the four parameters, chloride,
    iron,
    sulfate, and
    TDS,
    apply only to aquifers.
    The Agency’s rationale is:
    there has been considerable discussion about the
    merits of clean—up criteria for non—aquifers to levels
    which were based on aquifer data.
    The Agency has
    revised its proposal so that the inorganic criteria
    which were based upon statistically derived aquifer
    data
    ...
    shall apply only to aquifers.
    (PC #16 at p.
    19)
    The Board notes that,
    as proposed today, ~
    of the
    standards which apply to Potable Resource Groundwaters
    apply only
    to water within aquifers,
    to the extent that Potable Resource
    Groundwaters include only groundwaters which can be withdrawn at
    rates of at least 150 gallons per day
    (see proposed Section
    620.210(a) (2) and discussion of this Section,
    above).
    Section 620.310(d) establishes a pH standard for Potable
    Resource Groundwaters, consistent with the recommendation of both
    the Defenders
    (Def.
    Exh.
    7)
    and the Agency
    (PC #16 at
    p.
    20).
    Section 620.310(e)
    contains a general narrative prohibition
    against the occurrence of any contaminant in concentrations that
    cause adverse effects.
    This provision has been added to assure
    full compliance with the IGPA’s mandate for the regulations to
    address contaminants which have an “adverse effect on human
    health”
    (IGPA at Section 8(a)).
    Language for this provision was
    provided by the Defenders’ via Defenders’
    proposed Section
    620.401(e)
    (Defenders’ Proposal at p.
    5).
    However, this proposed
    section contained language such as
    “hazardous to human health”
    115-188

    —19—
    and
    “endanger
    public
    health,
    safety
    or
    welfare”.
    This
    terminology
    has
    been
    problematic
    in
    proposed
    rules when reviewed
    by
    the
    Joint
    Committee
    on
    Administrative
    Rules
    (“JCAR”).
    Therefore the Board has opted to use the term “adverse effects”.
    This term had been previously defined
    in other Board rules.
    The Board has also considered the possibility of making the
    Human Threshold Toxicant Concentration (“HTTC”)
    ,
    as calculated
    pursuant to proposed Appendix
    A, an enforceable standard under
    Section 620.310.
    For the present the Board rejects this
    possibility due to:
    (1) uncertainty that it would be a useful
    standard
    either
    as
    an
    addition
    to
    or
    in
    place
    of
    the
    standards
    currently
    proposed,
    and
    (2)
    question
    concerning how a standard of
    this
    type
    could
    be
    implemented
    under
    the
    division
    of
    powers
    which
    exists
    between
    the
    Agency and the Board.
    Today’s
    proposal
    does
    not
    contain
    many
    of
    the
    on-site,
    off—
    site
    distinctions
    present
    particularly
    in
    the
    Agency’s
    proposal.
    For
    example,
    today’s proposal does
    not
    allow
    an
    exemption
    to
    compliance
    with
    Class
    I standards to otherwise potable water if
    that
    water
    is
    located
    “on—site”10.
    The premise here would appear
    to
    be
    that
    it
    is
    all
    right
    to
    contaminate
    groundwater
    as
    long
    as
    the
    groundwater
    is
    located
    beneath
    one’s
    own facility.
    However,
    the
    Board
    cannot
    accept
    this
    premise.
    Without
    attempting to
    address
    validity
    of
    the assumption that one has full
    rights to
    mess
    one’s
    own
    nest
    or
    that
    the groundwaters beneath one’s
    facility
    constitutes
    one’s
    own
    nest,
    the premise fails to
    recognize
    that
    groundwater
    moves
    and will not stay on—site, and
    that
    on-site
    contamination
    may
    persist
    long
    after
    the
    facility
    and
    its
    owner/operator
    are
    gone.
    Thus,
    causing
    groundwater
    contamination
    is
    n~
    simply a matter of whether
    it
    is
    permissible
    to mess ones’ own nest.
    The Board notes that its reluctance to make on-site, off-
    site distinctions
    relates to broad,
    general applicability rules.
    The Board does believe that some such distinctions may be
    warranted under special circumstances,
    as perhaps in the Part 615
    and 616 regulations currently under consideration by the Board.
    General Resource Groundwater Standards
    ——
    Section 620.320
    Section 620.320 establishes standards for Class II: General
    Resource Groundwaters.
    Because groundwaters are placed in Class
    II because they are quality-limited, quantity-limited,
    or both
    10The Agency’s proposal at proposed Section 620.310(b) and
    (d)
    would
    allow
    groundwater
    beneath
    a
    facility
    (“on—site”
    groundwater)
    except for groundwater on-site
    of
    a
    community water supply well,
    to
    meet
    standards
    less
    stringent
    than
    potable
    water
    supply
    standards
    even
    when
    the
    on—site
    groundwater would
    otherwise
    be
    potable.
    115—189

    —20—
    (see
    discussion,
    p.
    11),
    it
    is
    necessary
    that
    the
    standards
    which
    apply
    to
    these
    waters
    reflect
    this
    range
    of
    possible
    attributes.
    The
    standards
    proposed
    for
    non—carcinogenic
    organic
    chemical
    constituents
    at
    Section
    620.320(a)
    are
    based
    on
    the
    MCL—
    standards
    proposed
    for
    potable
    waters
    (see
    discussion,
    p.
    16),
    except
    that
    the
    MCLs
    are
    increased
    by
    a
    factor
    of
    five.
    The
    theory
    here
    is
    that
    a
    conventional
    treatment
    process,
    such
    as
    granular
    activated
    carbon,
    would,
    with
    a
    treatment
    efficiency
    of
    80
    (Agency Exhibit
    1,
    p.
    41), bring
    these
    constituents
    within
    the scope of potability.
    The standard proposed for each carcinogen, except as
    otherwise
    provided
    in
    the
    Section,
    is
    its
    level
    of
    detectability.
    The
    “natural
    causes
    exclusion”
    of
    Section
    620.301
    applies
    here,
    of course,
    as it does elsewhere.
    The combined effect
    is
    therefore to establish
    a prohibition against anthropogenic
    carcinogens.
    Subsection
    (c)
    sets
    forth
    various
    specific
    quantitative
    standards
    applicable
    to
    Class
    II
    groundwaters.
    The
    list
    is
    based
    in
    part
    on
    maximum
    levels
    for
    livestock
    enterprises
    or
    humid
    area
    irrigation
    (Agency
    Exh.
    1,
    p.
    36),
    as
    representative
    general
    uses
    which require quality somewhat less than that of potable use.
    The list
    is also based in part on removal efficiency for organic
    constituents.
    Standards Applicable to Remedial Groundwaters
    ——
    Section
    620.330
    Standards applicable to Class III: Remedial Groundwaters are
    set
    out
    at
    Section
    620.330.
    A
    principal
    intent
    is
    to
    assure
    that
    groundwaters
    which
    have
    been
    so
    degraded
    as
    to
    require
    classification as Remedial Groundwaters are not degraded still
    further.
    Accordingly,
    the
    prior-to—remnediation
    standards
    are
    established
    as
    the
    level
    of
    contaminants
    which
    existed
    at
    the
    time of groundwater was classified as a Remedial Groundwater.
    In
    keeping
    with
    the
    temporary
    status
    of
    groundwaters
    within
    the remedial class,
    Section 620.330 also specifies the post-
    remediation
    standards
    to
    be
    the
    standards
    applicable
    to
    the
    class
    to which the groundwater belonged prior to degradation.
    Thus,
    a
    Potable
    Resource
    Groundwater
    which
    was
    degraded
    and
    thereby
    classified
    as
    Remedial
    Groundwater
    would
    have
    to
    be
    returned
    to
    Potable
    Resource
    Groundwater
    status.
    Standards
    Applicable
    to
    Limited
    Use
    Groundwaters
    --
    Section
    620.340
    The
    standard
    proposed
    to
    be
    applicable
    to
    Limited
    Use
    Groundwaters
    is
    the
    basic
    nondegradation
    provision
    as
    proposed
    at
    Section
    620.302.
    In
    today’s
    proposal
    this
    nexus
    is
    made
    through
    a special section, Section 620.340.
    However,
    the Board is not
    sure
    that
    this
    device
    is
    necessary,
    since
    620.302
    would
    apply
    to
    115—1,911

    —21—
    Limited Use Groundwaters even
    if 620.340 did not exist.
    Interested
    persons
    are requested to comment on this matter.
    Standards Applicable to Special Resource Groundwaters
    --
    Section
    620.350
    Since a groundwater is placed
    in Class V:
    Special Resource
    Groundwaters
    Dnly as the result of an affirmative action on the
    part of the Board or the Agency
    (see discussion,
    p.
    12),
    it
    is
    intended that action also be the action which sets the standards
    applicable to the groundwater
    in question.
    The default values
    are proposed
    to be those applicable to Class
    I:
    Potable Resource
    Groundwaters.
    Alternate Coal Mine TDS Standard
    --
    Section 620.360
    Section 620.360 proposes an alternative total dissolved
    solids standard applicable to certain coal mining conditions.
    Other than for an alternative placement,
    the Section is today
    proposed substantially unaltered from the version proposed by the
    Agency
    (see Agency’s proposed Section 620.304(f)
    in PC
    #16)
    .
    The
    rationale for this Section is that in the ground—redistribution
    associated with coal mining,
    groundwaters can be markedly
    altered.
    The Agency explains the operation of the Section as
    follows:
    The alternate total dissolved solids
    (“TDS”)
    criteria is based upon the maximum concentration of the
    ambient TDS concentration level resulting from past
    surface coal mining,
    but not to exceed 3000 mg/l.
    Such
    a TDS
    level will still allow the water to be used for
    irrigation,
    livestock watering,
    and other beneficial
    general uses.
    In addition,
    this level also corresponds
    to the lower limit established by USEPA as an exempt
    aquifer pursuant to
    35
    Ill. Adm. Code 730.104.
    Also,
    where coal mining activity creates groundwater where no
    significant resource groundwater existed prior to
    mining,
    the TDS criteria for such groundwater is based
    upon the maximum concentration of the ambient TDS
    concentration level resulting from past surface coal
    mining,
    but not to exceed 5000 mg/l.
    SUBPART D: MISCELLANEOUS PROCEDURES AND PROTOCOLS
    Subpart
    D contains various miscellaneous procedures and
    protocols dealing with environmental protection of groundwater.
    Most of these provisions are included
    in both the Defenders’
    proposal
    (as Sections 620.501 and 620.502)
    and the Agency’s
    revised proposal
    (PC #16 at Sections 620.310 and 620.315).
    As
    proposed today,
    these provisions are organized into
    a separate
    Subpart.
    1 15—191

    —22—
    Among
    modifications
    proposed
    by
    the
    Board
    are
    elimination
    of
    those
    portions
    of
    the
    Agency
    proposed
    rule
    which
    become
    unnecessary
    under
    the
    classification
    system
    proposed
    today,
    and
    division of the subject matter into a more-easily handled four
    Sections.
    One substantial departure from the existing proposals
    is
    elimination of the distinction between on-site and off-site
    standards found at the Agency’s proposed Section 620.310(b) and
    (d).
    The Board is not convinced that the distinction is
    justified,
    at least as
    a rule of general, applicability.
    The
    Board notes that
    it continues to entertain a similar proposed
    distinction for the special circumstances encountered in proposed
    Parts 615 and
    61611.
    Section 620.405
    is an attempt to c~~rify the location of the
    point of compliance for the groundwate~~ tandards of Subpart
    C.
    -
    Groundwater-standards
    are
    intended
    ‘t~~
    ~y~fl~Si~
    ~How~ver,~
    sampling of groundwater is most often
    c’
    .e after the water has
    left the ground,
    as at a well head or
    a
    a spring.
    The question
    then arises as to whether a sample so
    c’.:.llected can be used to
    determine in situ compliance.
    Section
    .20.405 is intended to
    answer this question in the affirmative,
    under the theory that
    such a sample,
    properly collected,
    is indicative of ~
    situ
    conditions.
    The technical requirements proposed for wells are
    intended to assure representative samples, as has been noted by
    the
    Agency
    (Statement
    of
    Reasons,
    p.
    21).
    SUBPART
    E:
    PREVENTIVE MANAGEMENT PROCEDURES AND CORRECTIVE ACTION
    Subpart E sets outs preventive management procedures
    applicable as rules of general applicability.
    It should be noted
    that more extensive preventive management procedures already
    exist
    for
    specific
    types
    of
    land
    use
    activities,
    such
    as
    landfilling
    and
    underground storage of certain liquids, and that
    the
    instant
    regulations
    are intended to compliment rather than to
    replace these regulations.
    It should further be noted that more
    extensive
    preventive
    management
    programs
    applicable
    to
    facilities
    located within setback zones and regulated recharge areas are
    under current,
    independent review by the
    Board12.
    Applicability
    —-
    Section 620.501
    Section 620.501 establishes that preventive management under
    Subpart E
    (although not necessarily under other law)
    is limited
    to
    new
    facilities
    and
    to
    existing
    facilities
    located
    with
    a
    11See
    footnote
    number
    6.
    12Ibid.
    115—192

    —23—
    setback zone.
    This provision
    is as recommended by the Agency.
    As the Agency notes,
    it is consistent with Section
    14.4 of the
    Act,
    which prescribes more stringent provisions for those
    activities or sources that are not already
    in existence.
    As the
    Agency further notes, distinguishing between new and existing
    sites “results in
    a gradual and manageable phase—in of these more
    rigorous requirements”
    (Agency Statement of Reasons,
    p.
    23)
    The CICI recommends that there be no distinction made
    between new and existing sites
    in proposed Section 620.501
    (R. at
    486;
    PC
    #3)
    .
    The
    CICI
    believes
    that,
    among
    other
    matters,
    uniform
    application
    of
    triggers would minimize potential
    expansion
    conflicts
    (R.
    at
    487-B).
    While
    the
    Board appreciates
    the CICI’s concern,
    it
    is
    not
    at
    this
    time convinced that the
    problem warrants’the CICI’s solution.
    It should be noted,
    however, that the grandfathering and
    “phasing-in”
    of existing sites may be comparatively limited,
    since existing sites
    in setback zones are ~
    grandfathered.
    Setback zones are defined pursuant to the Act to include areas
    surrounding all potable water supply wells, with the actual
    distance dependent on the type of well
    and the local physical
    conditions
    (see Sections 14.1,
    14.2,
    and 14.3
    of the Act).
    Individual setbacks may be from 75 feet to 1000 feet.
    Moreover,
    the number of potable water supply wells in Illinois is over
    400,000.
    Thus,
    a significant portion of existing facilities will
    be located within
    a setback zone as a simple function of the
    density of potable water supply wells.
    The Board notes a particular difficulty
    it has with a
    construction
    in this Section.
    It
    is use of the word “within” in
    proposed 620.50l(a)(l).
    Strictly speaking,
    no site is likely to
    be located “within” any body of groundwater,
    unless that site is
    itself located underground.
    The Board has been tempted to
    substitute the word “above”
    or “over” for the word “within”,
    as
    conceptually more appropriate.
    However, the Board believes that
    this substitution may impart a substantially different meaning.
    The Board requests comment on this matter.
    Preventive Management Triggers
    --
    Section 620.505
    Section 620.505 establishes that the detection of certain
    constituents
    in groundwater triggers
    a preventive management
    response.
    For Class
    I:
    Potable Resource Groundwaters,
    a
    preventive management response
    is triggered by the detection of
    any of the constituents
    for which
    a Class
    I groundwater standard
    exists,
    except where the constituent is present due to natural
    background.
    Included are constituents with MCL5, those with
    significant evidence of carcinogenicity,
    and sulfate, chloride,
    and total dissolved solids
    (TDS).
    Thus,
    the compounds of
    greatest concern for a potable water resource are used as
    triggers for preventive management response.
    115—193

    —24—
    The
    preventive
    management
    triggers
    for
    Class
    II:
    General
    Resource
    Groundwater
    are
    a subset of those for Class I.
    Inorganic triggers are limited to highly toxic compounds such as
    arsenic, chromium, cyanide,
    lead,
    and mercury, while the organic
    triggers
    are
    those
    compounds
    of
    concern
    in
    drinking
    water
    (compounds
    with
    current
    or
    proposed
    MCLs
    in
    the
    Safe
    Drinking
    Water Act).
    Because data
    is insufficient to accurately identify
    the
    average
    constituency
    and
    usage
    of
    Class
    II
    groundwater,
    the
    Board
    must
    consider
    these
    triggers
    adequate.
    However,
    given
    the
    inulticiplicity of ways that a groundwater may be classified as
    a
    Class
    II
    groundwater,
    the
    Board
    requests
    comment
    on
    the
    appropriateness of these Class II triggers.
    Preventive Management Response Procedures
    ——
    Section
    620.510
    Section 620.510 sets out
    preventive
    management
    response
    procedures.
    The Section generally follows similar language in
    the
    Agency’s
    proposal.
    .
    ,
    .
    Among
    differences
    is
    that
    today’s
    proposal
    at
    Section
    620.510(a)
    allows
    for
    any
    person
    making
    a
    detection
    to
    confirm
    the
    detection
    and
    to
    notify
    the
    appropriate
    agency.
    In
    the
    Agency’s
    version
    a
    detection
    may
    be
    determined
    only
    by
    a
    State
    regulatory
    agency
    or
    department,
    or
    the
    owner
    or
    operator
    of
    a
    regulated entity
    (Section 620.402 of the Agency’s original
    proposal or Section 620.405 of the Agency’s Revised Proposal;
    Agency Statement of Reasons, p.
    24-5).
    The Board believes that
    there may be others who make valid detections and who would be
    excluded
    from
    triggering
    preventive
    management
    by
    the
    language
    of
    the proposed subsection.
    The reason for defining those who
    detect
    so
    narrowly
    is
    not
    apparent from the record.
    Although it
    is
    possible
    that
    such
    limitation
    was
    an
    effort to guard against
    possibly
    frivolous
    detection
    claims,
    the
    Board
    believes
    that
    it
    is
    best
    that
    such
    limitation
    should
    be through the method
    employed to
    detect
    and
    the
    confirmation
    of
    detection,
    rather
    than
    limiting the persons who may detect.
    Thus,
    the Board has
    established
    this
    “check”
    by
    use
    of
    the
    definition
    of
    detection,
    which
    limits
    detection
    by
    the
    method
    used
    rather
    than
    the
    person
    using
    it.
    The
    preventive
    management responsibilities
    of the
    appropriate
    agencies
    and
    those
    sources
    or
    potential
    sources
    notified follows
    in subsections 620.510(b),
    (c),
    (d),
    and
    (e),
    in
    essentially the same form as proposed by the Agency.
    Corrective Action Triggers for Potable Resource Groundwaters
    ——
    Section
    620.515
    Section 620.515 specifies the conditions and criteria which
    trigger corrective action for Class
    I:
    Potable Resource
    Groundwaters.
    As the Agency explains this Section:
    1
    15—19L~

    —25—
    This
    section
    is
    a specific response to Section 8(b)(4)
    of the IGPA
    (Ill.
    Rev. Stat.
    1987,
    ch.
    111 1/2,
    par.
    7458(b)(4)).
    The applicable corrective action
    is that
    which is required by other law or regulations governing
    the regulated entity that
    is a source of the
    contamination.
    In other words,
    this section
    establishes a groundwater “trigger”
    for corrective
    action under other State or Federal programs.
    (Agency
    Statement of Reasons,
    p.
    25-6).
    The Agency notes that corrective action triggers are
    designed to be levels for the initiation of action,
    rather than a
    cleanup goal to be achieved
    (R.
    173,
    180).
    The Agency further
    notes that it
    is the Agency’s intent that the Subpart C standards
    would become the applicable relevant and appropriate regulations
    (“ARARs”)
    which would be applied under RCRA- and CERCLA-type
    programs
    (R.
    at 188).
    However,
    it
    is the Agency’s intent for
    cleanup to be carried out under other programs
    (such as RCRA and
    CERCLA), but that a facility would be cleaned-up as close to the
    levels indicated
    in Subpart E as possible
    (R.
    at 190).
    The Board
    specifically requests comment on the appropriateness
    of these
    Agency’ s perspectives.
    Four triggers for corrective action are specified.
    The
    nature of the trigger depends
    on the nature of the contaminant.
    The first category
    is based upon Secondary Maximum Contaminant
    Levels (“SMCLs”)
    for seven listed constituents which have
    organoleptic thresholds
    less than the health—based threshold of
    the Class
    I groundwater standards;
    these are found
    in proposed
    620.515(a).
    The second category consists of carcinogens
    identified pursuant to proposed Section 620.310(b).
    The third
    category consists of the components of gasoline,
    benzene and
    BETX,
    which
    are,
    for organizational sake,
    included within the
    table of 620.515(a).
    The fourth category includes any
    contaminant for which a statistically significant increase above
    background for any other constituent listed
    in the Class I
    groundwater standards
    (i.e,
    Section 620.310).
    The criteria listed at Section 620.515(a)
    are,
    with the
    exception of benzene and BETX, USEPA Secondary Maximum
    Contaminant levels
    (“SMCLs”).
    The Agency originally recommended
    that a Board Note follow the listing of criteria,
    in the
    following
    form:
    Board Note:
    The criteria set forth in this subsection
    are USEPA’s Secondary Maximum Contaminant Levels
    (“SMCLs”)
    for the listed constituents. These SMCLs are
    based upon taste and odor thresholds.
    The SMCLs are
    less than tJSEPA’s Maximum Contaminant Levels
    (“MCLs”).
    USEPA’s MCLS are health-based and are the criteria set
    forth
    in
    Section
    620.310.
    The
    SMCLs
    listed
    in
    subsection
    (a) are less than the corresponding MCLs for
    I
    15—195

    —26—
    such
    constituents
    because
    the
    taste
    and
    odor
    threshold
    is less than the health-based threshold of the MCLs.
    While
    the
    Board
    accepts
    the
    Agency’s
    rationale
    for
    use
    of
    the
    SMCL5
    in
    the
    context
    of
    Section
    620.515(a),
    it
    does
    not
    believe
    that
    use
    of
    the
    Board
    Note
    is
    in
    accord
    with
    other
    constructions
    used
    in
    this
    proposed
    Part.
    Corrective Action Triggers for General Resource Groundwaters
    ——
    Section 620.517
    Corrective
    action
    triggers
    for
    Class
    II:
    General
    Resource
    Groundwaters
    are
    specified
    at
    Section
    620.517.
    These
    triggers
    are
    those
    groundwaters
    standards
    applicable
    to
    Class
    I:
    Potable
    Resource
    Groundwater
    which
    derive
    either
    from
    MCL
    determinations
    (Section
    620.310(a))
    or
    from
    carcinogenicity
    determinations
    (Section
    620.310(b)).
    In
    proposing
    Class
    I
    standards
    as
    triggers
    for-
    ±ass—II-corrective-—action;~the~Bbardfclllows
    thegeneraI
    -
    perspective
    of
    the
    Agency,
    which
    notes:
    Using
    Class I triggers
    for Class II: General Resource
    Groundwater
    is
    intended
    to
    help assure that
    groundwaters of this class which already comply with
    Class
    I:
    Potable
    Resource
    Groundwater
    criteria
    are
    maintained at this better water quality level.
    Detection
    of
    constituents
    exceeding
    this
    criteria
    would
    cause
    preventative
    management
    procedures
    and
    corrective
    action
    to
    be
    initiated.
    (Agency
    Statement
    of
    Reasons,
    p.
    27).
    Exceptions
    --
    Section
    620.520
    Section 620.520 sets forth a procedure for exception to
    required
    corrective
    action.
    For
    the
    exception
    to
    apply,
    the
    Agency
    must
    determine
    that
    the
    owner
    or operator of an effected
    facility has demonstrated one or more of four conditions.
    These
    conditions
    include
    demonstration
    that
    the
    source
    of
    the
    contamination is due to background or that the sampling result is
    due
    to
    error
    in
    sampling,
    analysis,
    or
    evaluation.
    An
    exception
    may
    also
    be
    granted
    if
    it
    is
    demonstrated
    to
    the
    Agency’s
    satisfaction
    that:
    (1)
    the
    contamination
    will
    not
    exceed
    any
    applicable
    groundwater
    standards
    as
    set
    forth
    in
    Subpart
    C;
    (2)
    the
    residual
    environmental
    and health risks posed by the
    contaminants
    do
    not
    cause
    adverse effects; and
    (3)
    all
    reasonable
    actions
    have
    been
    undertaken
    to
    minimize
    the
    degree and extent of
    contamination.
    Lastly,
    an
    exception
    may
    be
    granted
    if
    it
    is
    demonstrated
    that
    the
    contamination
    is residual from
    a completed
    corrective
    action
    in
    accordance
    with
    instructions
    from
    the
    appropriate
    agency.
    This
    grandfathering
    provision
    is
    intended
    to
    assure that final determinations that were previously made
    regarding
    prior
    closure
    actions
    will
    be
    recognized.
    115--
    196

    —27—
    The general content of Section 620.520 as proposed today
    follows the Agency’s proposed subsection 620.415(c).
    Among
    differences
    are
    an
    explicit
    statement
    that
    an
    owner
    or
    operator
    may apply to the Agency to request a corrective action exception
    and that the terms “significant hazard” have been replaced with
    “adverse effects”..
    The Board believes that this provision is in
    keeping with the Agency’s intent of have the demonstration made
    to the Agency.
    Appeal Rights
    ——
    Section 620.525
    Section 620.525 specifies that the Agency’s exception
    determination of Section 620.520
    is appealable to the Board via
    the procedures for appeal of permits found at Section 40 of the
    Act.
    This section is new today.
    The Board believes that an
    appeals procedure
    is inherently necessary,
    and that the permit
    appeal procedures already in place are appropriate for the
    instant need.
    SUBPART F and APPENDICES:
    HEALTH ADVISORIES
    Subpart F establishes procedures for developing and issuing
    a
    Health
    Advisory.
    This
    Subpart,
    and
    its
    supportive
    appendices,
    are
    today
    proposed without intended substantive change from that
    proposed by both the Agency and the Defenders.
    As the Agency
    explains:
    A
    Health
    Advisory
    is
    a
    means
    for
    the
    Agency
    to
    establish a guidance level for a chemical substance or
    a
    mixture
    of
    chemical
    substances
    for
    which
    criteria
    have
    not
    yet
    been
    set
    under
    Section
    620.310.
    This
    advisory process is intended to mirror the procedure
    used by USEPA to account
    for substances detected in
    groundwater that do not have promulgated criteria.
    Also,
    it should be noted that this Subpart codifies
    existing practice by the Agency.
    Because the Health Advisory provision,
    and its attendant
    Appendices,
    have been presented to the Board without apparent
    controversy,
    and because the Board today does not itself propose
    substantive amendment to the Agency/Defender version, the Board
    will not here discuss these matters further.
    The interested
    person is particularly directed to the Agency’s Statement of
    Reasons,
    P.
    28—36,
    for
    discussion
    and
    explanation.
    The
    Board
    does,
    however,
    pose
    a
    question
    of
    its
    own.
    That
    question is: Are Subparts F and its Appendices necessary
    in light
    of today’s proposed Section 620.310?
    The Board notes that at
    least some of the purpose behind the Health Advisory concept
    is
    to allow the Agency to make recognition of contaminants which do
    not otherwise have numeric standards.
    However,
    given the broad
    and automatic equation of MCLs with groundwater standards
    115—197

    —28—
    pursuant to 620.310(a), plus the detectability standard for all
    carcinogens of 620.310(b),
    is there sufficient utility remaining
    in
    the
    Health
    Advisory
    Concept
    to
    warrant
    its
    promulgation?
    The
    Board is inclined
    to
    delete
    Subpart
    F
    and
    the
    Appendices
    from
    further consideration unless an affirmative case
    is made for
    their continued inclusion.
    The
    Board
    further
    notes
    that
    proposed
    Section
    620.601(b)
    contained a reference to
    35
    Ill.
    Adm.
    Code
    604.501
    which
    the
    Board updated to 35
    Ill.
    Adm.
    Code
    611.231
    due
    to
    the
    recent
    final action implementing the SDWA in Safe Drinking Water Act
    Regulations, R88-26
    (August
    9,
    1990).
    The Board requests the
    Agency,
    in its review of Subpart F or any other portions of
    rules,
    discuss whether any additional changes should be made in
    l~ghtof these recent amendments.
    ORDER
    The
    Board
    hereby
    proposes
    for
    First
    Notice
    the
    following
    ~.:1ditionsto
    35
    Ill.
    Adm.
    Code,
    Subtitles
    C
    and
    F.
    The
    Clerk
    of
    ~e Board is directed to file these proposed amendments and rules
    w~ththe Secretary of State.
    115-- 198

    —29—
    TITLE
    35:
    ENVIRONMENTAL PROTECTION
    SUBTITLE
    C:
    WATER
    POLLUTION
    CHAPTER
    I:
    POLLUTION CONTROL BOARD
    PART
    303
    WATER USE DESIGNATIONS
    AND
    SITE SPECIFIC
    WATER QUALITY STANDARDS
    SUBPART
    A:
    GENERAL
    PROVISIONS
    Section
    303.100
    303.101
    303.102
    Section
    303.200
    303.201
    303.202
    303.303
    303.204
    Scope and Applicability
    Multiple Designations
    Rulemaking Required
    SUBPART
    B:
    NONSPECIFIC
    WATER
    USED
    DESIGNATIONS
    Scope
    and
    Applicability
    General Use Waters
    Public and Food Processing Water Supplies
    Underground Waters
    Secondary Contact and Indigenous Aquatic Life Waters
    SUBPART
    C:
    SPECIFIC USE DESIGNATIONS AND SITE SPECIFIC
    WATER QUALITY STANDARDS
    Section
    303.300
    303.301
    303.311
    303.312
    303.321
    303.322
    303.323
    303.331
    303.341
    303.351
    303.352
    303.353
    303.361
    303.430
    303.441
    303.442
    303.443
    Scope
    and
    Applicability
    Organization
    Ohio
    River
    Temperature
    Waters Receiving Fluorspar Mine Drainage
    Wabash River Temperature
    Unnamed Tributary of the Vermilion River
    Sugar
    Creek
    and
    Its
    Unnamed
    Tributary
    Mississippi River North Temperature
    Mississippi River North Central Temperature
    Mississippi River South Central Temperature
    Unnamed Tributary of Wood River Creek
    Shoenberger Creek; Unnamed Tributary of Cahokia Canal
    Mississippi River South Temperature
    Unnamed Tributary to Dutch Creek
    Secondary Contact Waters
    Waters Not Designated for Public Water Supply
    Lake Michigan
    SUBPART D:
    THERMAL DISCHARGES
    Scope and Applicability
    Lake Sangchris Thermal Discharges
    Section
    303.500
    303.502
    I t)—IJ~)

    —30—
    Appendix
    A
    References
    to
    Previous
    Rules
    Appendix
    B
    Sources
    of
    Codified
    Sections
    AUTHORITY:
    Implementing
    Section
    13
    and
    authorized
    by
    Section
    27
    of
    the
    Environmental
    Protection
    Act
    (Ill.
    Rev.
    Stat.
    1987,
    ch.
    111
    1/2,
    pars.
    1013
    and
    1027).
    SOURCE:
    Filed
    with
    the
    Secretary
    of
    State
    January
    1,
    1978;
    amended at 2
    Ill.
    Reg.
    27,
    p.
    221, effective July
    5,
    1978;
    amended at
    3 Ill. Reg.
    20,
    p.
    95, effective May
    17,
    1979;
    amended
    at 5
    Ill. Reg.
    11592, effective October 19,
    1981; codified at
    6
    Ill. Reg. 7818;
    amended at
    6 Ill.
    Reg.
    11161, effective September
    7,
    1982; amended at
    7
    Ill. Reg.
    8111,
    effective June 23,
    1983;
    amended in R87—27 at 12
    Ill. Reg.
    9917, effective May 27,
    1988;
    amended in R87—2 at 13 Ill.
    Reg.
    15’
    9, effect~ e September 22,
    1989; amended in R87—36 at
    14 Ill.
    Reg.
    9460,
    fective May 31,
    1990.
    TITLE
    35:
    ENVIRONMENTAL PROTE
    ON
    SUBTITLE C:
    WATER POLLUTIO’
    CHAPTER I:
    POLLUTION CONTROL B.~:ARD
    PART 303
    WATER USE DESIGNATIONS AND SITE
    SPECIFIC WATER QUALITY STANDARDS
    Section 303.203
    Underground Waters
    The undcrgr
    put~enti~tisource
    of
    ;ater
    for
    public
    or
    food
    proce3sing
    aupply
    shall
    meet
    the general use and public and food processing water
    supply
    standards
    of
    Subparts
    B
    and
    C,
    Part
    302-~ except
    due
    to
    natural
    causes.
    The
    underground
    waters
    of
    Illinois
    which
    are
    groundwater shall meet the standards set forth
    in 35
    111. Adm.
    Code
    620.
    115—291)

    —31—
    TITLE
    35: ENVIRONNENTAL PROTECTION
    SUBTITLE
    F: PUBLIC WATER SUPPLIES
    CHAPTER
    I:
    POLLUTION
    CONTROL
    BOARD
    PART
    620
    GROUNDWATER
    QUALITY
    SUBPART
    A:
    GENERAL
    Section
    620.
    105
    620.110
    620.
    115
    620.
    125
    620.130
    620.
    135
    Section
    620.201
    620.210
    620.220
    620.230
    620.240
    620.250
    620.260
    Section
    620.301
    620.305
    620.307
    620.
    310
    620.320
    620.330
    620.340
    620.350
    Purpose
    Definitions
    Prohibitions
    Incorporations
    by
    Reference
    Exemption from General Use Standards and Public and
    Food Processing Water Supply Standards
    Exclusion for Underground Water in Certain Man-Made
    Conduits
    SUBPART
    B:
    GROUNDWATER
    CLASSIFICATION
    Groundwater
    Classes
    Class
    I:
    Potable
    Resource
    Groundwater
    Class
    II:
    General
    Resource
    Groundwater
    Class
    III:
    Remedial
    Groundwater
    Class
    IV:
    Limited
    Use
    Groundwater
    Class
    V:
    Special
    Resource
    Groundwater
    Reclassification of Groundwater by Adjusted Standard
    SUBPART
    C: GROUNDWATER QUALITY STANDARDS
    Compliance. Point
    Sampling Procedures
    Special Requirements for the Analysis of Carcinogens
    Reporting Requirements
    Applicability
    Nondegradation
    No
    Penalty
    for
    Prior
    Degradation
    Standards Applicable to Class
    I:
    Potable
    Resource
    Groundwater
    Standards Applicable to Class II: General Resource
    Groundwater
    Standards Applicable to Class III:
    Remedial Groundwater
    Standards Applicable to Class
    IV: Limited Use
    Groundwater
    Standards Applicable to Class
    V:
    Special Resource
    Groundwater
    620.360
    Alternate
    Coal
    Mine
    TDS
    Standard
    620.405
    620.410
    620.415
    620.420
    SUBPART D: MISCELLANEOUS PROCEDURES AND PROTOCOLS
    I
    15—201

    Section
    620.501
    620.505
    620.510
    620.515
    SUBPART
    E:
    PREVENTIVE
    MANAGEMENT
    PROCEDURES
    AND
    CORRECTIVE ACTION
    Applicability
    Preventive Management Triggers
    Preventive
    Management
    Response
    Procedures
    Corrective Action Triggers for Class
    I:
    Potable
    Resource
    Groundwater
    620.517
    Corrective Action Triggers for Class II: General
    Resource Groundwater
    620.520
    Corrective Action Exceptions
    620.525
    Appeal
    of
    Agency
    Exception
    Determination
    SUBPART
    F:
    HEALTH
    ADVISORIES
    Purpose
    of
    a
    Health
    Advisory
    Issuance of a Health Advisory-
    Publishing
    Health
    Advisories
    Appendix
    A
    Appendix
    B
    Appendix
    C
    Procedures
    for
    Determining
    Human
    Threshold
    Toxicant Advisory Concentration for Class
    I:
    Potable
    Resource
    Groundwater
    Procedures for Determining Hazard Indices for
    Class
    I:
    Potable
    Resource
    Groundwater
    for
    Mixtures
    of Similar-Acting Substances
    Guidelines for Determining When Dose Addition of
    Similar-Acting Substances
    in Class
    I:.
    Potable
    Resource Groundwaters
    is Appropriate
    AUTHORITY:
    Implementing
    and
    authorized
    by Section 8 of the
    Illinois Groundwater Protection Act (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2,
    par.
    7458).
    SOURCE:
    Adopted
    at
    Ill.
    Reg.
    effective
    NOTE:
    Capitalization denotes statutory language.
    Section
    620.601
    620.605
    620.610
    115—202

    —33-
    SUBPART A: GENERAL
    Section 620.105
    Purpose
    This Part prescribes various aspects of groundwater quality,
    including method of classification of groundwaters, standards for
    quality of groundwaters, and various procedures and protocols for
    the management and protection of groundwaters.
    Section 620.110
    Definitions
    The definitions of the Environmental Protection Act
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2,
    par.
    1001 et seq.)
    and the Groundwater
    Protection Act
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111 1/2,
    par.
    7451 et
    seq.)
    apply to this Part unless otherwise provided.
    The
    following definitions also apply to this Part.
    “Act” means the Environmental Protection Act
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2, pars.
    1001 et seq.).
    “Adverse Effect” means any gross or overt effect on an
    organism,
    including but not limited to reversible
    histopathological damage,
    severe convulsions,
    irreversible functional
    impairment and lethality,
    as
    well as any non—overt effect on an organism resulting
    in functional impairment or pathological lesions which
    may affect the performance of the whole organism, or
    which reduces the organism’s ability to respond to an
    additional
    challenge.
    “Agency” means the Illinois Environmental Protection
    Agency.
    “Appropriate agency” means the agency responsible for
    regulating
    a
    facility
    with
    respect
    to
    groundwater,
    including the Environmental Protection Agency,
    Illinois
    Department of Public Health,
    Illinois Department of
    Mines and Minerals, pursuant to 35
    Ill.
    Adm.
    Code
    704.193; 724.Subpart
    F; 730.107; 73l.Subpart F;
    750;
    807.313;
    807.318;
    811;
    Ill. Rev.
    Stat 1989,
    ch.
    111
    1/2,
    par.
    1022.3;
    Ill.
    Rev.
    Stat.
    1989,
    ch.
    96
    1/2,
    pars.
    7901.01
    et seq.;
    and 62
    Ill. Adm.
    Code 1700
    1850.
    For facilities that are not regulated with
    respect to groundwater by any other state
    agency,
    the
    appropriate agency is the Illinois Environmental
    Protection Agency
    *
    “AQUIFER” MEANS SATURATED
    (WITH GROUNDWATER)
    SOILS AND
    GEOLOGIC MATERIALS WHICH ARE SUFFICIENTLY PERMEABLE TO
    READILY YIELD ECONOMICALLY USEFUL QUANTITIES OF WATER
    TO WELLS, SPRINGS, OR STREAMS UNDER ORDINARY HYDRAULIC
    GRADIENTS.
    (Ill.
    Rev. Stat.
    1989,
    ch.
    111
    1/2,
    par.
    115—203

    —34—
    7453(b)).
    For
    the
    purposes
    of
    this
    Part,
    “economically
    useful”
    means
    150
    gallons—per—day
    or
    more
    of
    water.
    “BETX”
    means
    the
    sum
    of
    the
    concentrations
    of
    benzene,
    ethylbenzene,
    toluene,
    and
    xylenes.
    “Board”
    means
    the
    Illinois
    Pollution
    Control
    Board.
    “Carcinogen”
    means
    a
    chemical,
    or
    complex
    mixture
    of
    closely related chemicals,
    which has been determined
    in
    accorda~icewith USEPA Guidelines for Carcinogenic Risk
    Assessment,
    incorporated by reference at Section
    620.125,
    to be a group A,
    B1,
    B2 or C carcinogen.
    “COMMUNITY
    WATER
    SUPPLY”
    MEANS~A
    PUBLIC SUPPLY..
    WHICh.
    SERVES
    OR
    IS
    INTENDED
    TO
    SERVE
    AT
    LEAST
    15
    SERVICE
    CONNECTIONS USED BY RESIDENTS OR REGULARLY SERVES AT
    LEAST 25 RESIDENTS.
    -
    (Ill.
    Rev.’ St~t’. 1989,
    ch.
    111 1/2
    par.
    1003.05).
    “CONTAMINANT” MEANS ANY SOLID,
    LIQUID,
    OR GASEOUS
    MATTER, ANY ODOR,
    OR
    ANY
    FORM OF ENERGY,
    FROM WHATEVER
    SOURCE.
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2,
    par.
    1003.06)
    “Corrective action” means those actions, such as
    monitoring and clean up actions, that may be imposed by
    an appropriate agency when a determination has been
    made pursuant to Subpart E that contamination of
    groundwater has taken place and are necessary to
    prevent a violation of the standards set forth in
    Subpart
    C.
    “Detect”
    ,
    “detectable” or “detection”
    means found at:
    USEPA’s Method Detection Limit as described
    in 54
    Fed. Reg.
    22100,
    incorporated by reference in
    Section 620.125;
    or
    USEPA’s Method Quantification Limit as described
    in “Test Methods for Evaluating Solid Wastes”,
    incorporated by reference in Section 620.125.
    “Ecologically Vital Groundwater” means
    a groundwater
    classified according to the criteria specified at
    Section 620.205.
    “Existing site” means a site that
    is not a new site.
    “Facility” means all contiguous
    land and structures,
    other appurtenances and improvements on the land used
    for the treating,
    storing,
    handling,
    or disposal of any
    material which causes that unit to be regulated under
    115—204

    —35—
    this Part.
    A facility may consist of one or more
    operational units.
    “GROUNDWATER” MEANS UNDERGROUND WATER WHICH OCCURS
    WITHIN THE SATURATED ZONE
    AND
    GEOLOGIC MATERIALS WHERE
    THE FLUID PRESSURE IN THE PORE SPACE IS EQUAL TO OR
    GREATER THAN ATMOSPHERIC PRESSURE.
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2,
    par.
    1003.64).
    “Groundwater standard” means
    any
    of
    the
    water
    quality
    standards for groundwater set forth in Subpart
    C.
    “Groundwater Protection Act” means the Illinois
    Groundwater Protection Act
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111 1/2, pars.
    7451 et seq.).
    “Hydrologic balance” means the relationship between the
    quality and quantity of water inflow to, water outflow
    from,
    and water storage in
    a hydrologic unit such as a
    drainage basin,
    aquifer, soil zone,
    lake,
    or reservoir.
    It encompasses the dynamic relationships among
    precipitation,
    runoff,
    evaporation, and changes in
    ground and surface water storage.
    “LOAEL”
    or
    “Lowest
    observable
    adverse
    effect
    level”
    means the lowest tested concentration of a chemical or
    substance which produces
    a statistically significant
    increase in frequency or severity of non-overt adverse
    effects between the exposed population and its
    appropriate control.
    A LOAEL may be determined for a
    human population
    (LOAEL-H)
    or an animal population
    (LOAEL-A).
    “MAJOR RECONSTRUCTION”
    MEANS
    THE FIXED CAPITAL COST OF
    NEW COMPONENTS CONSTRUCTED WITHIN A 2-YEAR PERIOD
    EXCEED 50
    OF THE FIXED CAPITAL COST OF A COMPARABLE
    ENTIRELY NEW FACILITY.
    New components
    do not include
    any components necessary for pollution control.
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111 1/2,
    par.
    1003.59).
    “Natural background” means the level of constituents in
    groundwater not caused by human activity.
    “New site” means
    a site that,
    after the effective date
    of this Subpart:
    Has changed
    zones
    from property class to
    commercial business,
    commercial office,
    or
    industrial;
    or
    Is not a site for agricultural production and:
    Undergoes major reconstruction;
    or
    115—205

    —36—
    Contains
    a
    new
    potential
    primary
    or
    secondary
    source.
    “NOAEL”
    or
    “No
    observable
    adverse
    effect
    level”
    means
    the
    highest
    tested
    concentration
    of
    a
    chemical
    or
    substance
    which
    does
    not
    produce
    a
    statistically
    significant increase in frequency or severity of non—
    overt adverse effects between the exposed population
    and its appropriate control.
    A NOAEL may be determined
    for
    a
    human
    population
    (NOAEL-H)
    or
    an
    animal
    population
    (NOAEL-A).
    “NON-COMMUNITY WATER SUPPLY” MEANS A PUBLIC WATER
    SUPPLY
    THAT
    IS
    NOT
    A
    COMMUNITY
    WATER
    SUPPLY.
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2
    par.
    1003.05).
    ‘“Operator”
    means-the
    person
    responstble’for
    the
    overall
    operation of a facility or unit.
    “Owner” means the person who owns a site or part of a
    site,
    or
    who
    owns
    the
    land
    on
    which
    the
    site
    is
    located.
    “POTABLE”
    MEANS
    GENERALLY
    FIT
    FOR
    HUMAN
    CONSUMPTION
    IN
    ACCORDANCE WITH ACCEPTED WATER SUPPLY PRINCIPLES AND
    PRACTICES.
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2,
    par.
    7453 (h))
    “POTENTIAL PRIMARY SOURCE” MEANS
    ANY
    UNIT
    AT
    A
    FACILITY
    OR SITE NOT CURRENTLY SUBJECT TO A REMOVAL OR REMEDIAL
    ACTION WHICH:
    IS UTILIZED FOR THE TREATMENT,
    STORAGE,
    OR DISPOSAL OF
    ANY
    HAZARDOUS OR SPECIAL WASTE NOT
    GENERATED AT THE SITE;
    OR IS UTILIZED FOR THE DISPOSAL
    OF MUNICIPAL WASTE NOT GENERATED AT THE SITE, OTHER
    THAN LANDSCAPE WASTE AND CONSTRUCTION
    AND
    DEMOLITION
    DEBRIS; OR IS UTILIZED FOR THE LANDFILLING,
    LAND
    TREATING,
    SURFACE IMPOUNDING OR PILING OF
    ANY
    HAZARDOUS
    OR SPECIAL WASTE THAT IS GENERATED ON THE SITE OR AT
    OTHER SITES OWNED,
    CONTROLLED OR OPERATED BY THE SAME
    PERSON; OR STORES OR ACCUMULATES AT ANY TIME MORE THAN
    75,000 POUNDS ABOVE GROUND, OR MORE
    THAN
    7,500 POUNDS
    BELOW GROUND,
    OF ANY HAZARDOUS SUBSTANCES.
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111 1/2, par.
    1003.59).
    “POTENTIAL ROUTE” MEANS ABANDONED
    AND
    IMPROPERLY
    PLUGGED
    WELLS
    OF
    ALL
    KINDS,
    DRAINAGE
    WELLS,
    ALL
    INJECTION WELLS, INCLUDING CLOSED LOOP HEAT PUMP WELLS,
    AND
    ANY EXCAVATION FOR THE DISCOVERY,
    DEVELOPMENT OR
    PRODUCTION OF STONE,
    SAND OR GRAVEL.
    (Ill.
    Rev. Stat.
    1989,
    ch.
    111 1/2, par.
    1003.58).
    115—206

    —37—
    “POTENTIAL
    SECONDARY
    SOURCE”
    MEANS
    ANY
    UNIT
    AT
    A
    FACILITY OR A SITE NOT CURRENTLY SUBJECT TO A REMOVAL
    OR REMEDIAL ACTION, OTHER THAN A POTENTIAL PRIMARY
    SOURCE, WHICH:
    IS UTILIZED FOR THE LANDFILLING,
    LAND
    TREATING,
    OR SURFACE IMPOUNDING OF WASTE THAT IS
    GENERATED ON THE SITE OR AT OTHER SITES OWNED,
    CONTROLLED OR OPERATED BY THE SAME PERSON,
    OTHER THAN
    LIVESTOCK
    AND
    LANDSCAPE WASTE,
    AND
    CONSTRUCTION
    AND
    DEMOLITION
    DEBRIS;
    OR
    STORES
    OR
    ACCUMULATES
    AT
    ANY
    TIME
    MORE
    THAN
    25,000
    BUT
    NOT
    MORE
    THAN
    75,000
    POUNDS
    ABOVE
    GROUND,
    OR
    MORE
    THAN
    2,500
    BUT
    NOT
    MORE
    THAN
    7,500
    POUNDS
    BELOW
    GROUND,
    OF
    ANY
    HAZARDOUS SUBSTANCES; OR
    STORES
    OR
    ACCUMULATES
    AT
    ANY
    TIME MORE
    THAN
    25,000
    GALLONS ABOVE GROUND,
    OR
    MORE
    THAN
    500
    GALLONS
    BELOW
    GROUND,
    OF PETROLEUM,
    INCLUDING CRUDE OIL OR ANY
    FRACTION THEREOF WHICH IS NOT OTHERWISE SPECIFICALLY
    LISTED OR DESIGNATED AS A HAZARDOUS SUBSTANCE;
    OR
    STORES OR ACCUMULATES PESTICIDES,
    FERTILIZERS, OR ROAD
    OILS FOR PURPOSES OF COMNERCIAL APPLICATION OR FOR
    DISTRIBUTION TO RETAIL SALES OUTLETS; OR STORES OR
    ACCUMULATES AT ANY TIME MORE THAN 50,000 POUNDS OF ANY
    DE-ICING AGENT; OR IS UTILIZED FOR HANDLING LIVESTOCK
    WASTE OR FOR TREATING DOMESTIC WASTEWATERS OTHER THAN
    PRIVATE SEWAGE DISPOSAL SYSTEMS AS DEFINED IN THE
    “PRIVATE SEWAGE DISPOSAL LICENSING ACT”.
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2, par.
    1003.60)
    “Practical Quantitation Limit” or “PQL” means the
    lowest concentration or level that can be measured
    within specified limits of precision and accuracy
    during routine laboratory operating conditions as set
    forth in “Test Methods for Evaluating Solids Wastes,
    Physical/Chemical Methods”,
    incorporated by reference
    in Section 620.125,
    or “Methods Manual for Organics
    in
    Drinking Water”,
    incorporated by reference
    in Section
    620.
    125.
    “PUBLIC WATER SUPPLY” MEANS ALL
    MAINS,
    PIPES
    AND
    STRUCTURES THROUGH WHICH WATER IS OBTAINED AND
    DISTRIBUTED TO THE PUBLIC,
    INCLUDING WELLS AND WELL
    STRUCTURES,
    INTAKES AND CRIBS, PUMPING STATIONS,
    TREATMENT PLANTS,
    RESERVOIRS, STORAGE TANKS AND
    APPURTENANCES,
    COLLECTIVELY OR SEVERALLY,
    ACTUALLY USED
    OR INTENDED FOR USE FOR THE PURPOSE OF FURNISHING WATER
    FOR DRINKING OR GENERAL DOMESTIC USE AND WHICH SERVE AT
    LEAST
    15 SERVICE CONNECTIONS OR WHICH REGULARLY SERVE
    AT LEAST 25 PERSONS AT LEAST 60 DAYS PER YEAR.
    A
    PUBLIC WATER SUPPLY IS EITHER A “COMMUNITY WATER
    SUPPLY”
    OR A “NON-COMMUNITY WATER SUPPLY”.
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111 1/2 par.
    1003.28).
    ii 5—207

    —38—
    “Regulated
    entity”
    means
    a
    facility
    or
    unit
    regulated
    for groundwater protection by any State or federal
    agency.
    “REGULATED
    RECHARGE
    AREA”
    MEANS
    A
    COMPACT
    GEOGRAPHIC
    AREA,
    AS
    DETERMINED
    BY
    THE
    BOARD
    pursuant
    to
    Section
    17.4
    of
    the
    Act,
    THE
    GEOLOGY OF WHICH RENDERS A POTABLE
    RESOURCE
    GROUNDWATER
    PARTICULARLY
    SUSCEPTIBLE
    TO
    CONTAMINATION.
    (Ill.
    Re’,’-.
    Stat.
    1989,
    ch.
    111
    1/2
    par.
    1003.67)
    “RESOURCE GROUNDWATER”
    M::ANs GROUNDWATER THAT IS
    PRESENTLY BEING OR IN THE FUTURE CAPABLE OF
    BEING
    PUT
    TO BENEFICIAL USE BY REASON OF BEING OF SUITABLE
    QUALITY.
    (IL
    Rev. Sta..
    1989,
    ch.
    111
    1/2, par.
    7453(j)).
    “Return
    flow”
    means
    ~
    .water~thatroturns~to~the’
    ground’s surface or to
    ~epth of biologic activity.
    “SETBACK ZONE” MEANS A G:~OGRAPHICAREA,
    DESIGNATED
    PURSUANT TO THIS ACT, CONTAINING A POTABLE WATER SUPPLY
    WELL OR A POTENTIAL SOURCE OR POTENTIAL ROUTE HAVING A
    CONTINUOUS BOUNDARY, AND WITHIN WHICH CERTAIN
    PROHIBITIONS OR REGULATIONS ARE APPLICABLE IN ORDER TO
    PROTECT GROUNDWATERS.
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2 par.
    1003.61).
    “SITE” MEANS ANY LOCATION,
    PLACE,
    TRACT
    OF
    LAND,
    AND
    FACILITIES,
    INCLUDING BUT NOT LIMITED TO BUILDINGS,
    AND
    IMPROVEMENTS USED FOR PURPOSES SUBJECT TO REGULATION OR
    CONTROL BY THIS ACT OR REGULATIONS THEREUNDER, and the
    Groundwater Protection Act or regulations thereunder.
    (Ill.
    Rev. Stat.
    1989,
    di.
    111 1/2,
    par.
    1003.61)
    “Spring” means a natural surface discharge of an
    aquifer from rock or soil.
    “Threshold dose” means the lowest dose of a chemical at
    which a specified measurable effect is observed and
    below which
    it is not observed.
    “Treatment” means the technology,
    treatment techniques,
    or other procedures for compliance with 35
    Ill.
    Adm.
    Code:
    Subtitle F.----NOTE:
    DIFFERENT FROM 615
    DEFINITION
    “Unit”
    means
    ANY
    DEVICE,
    MECHANISM,
    EQUIPMENT,
    OR
    AREA
    (EXCLUSIVE OF
    LAND
    UTILIZED
    ONLY
    FOR
    AGRICULTURAL
    PRODUCTION).
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111 1/2,
    par.
    1003.62)
    115—208

    —39—
    “USEPA” or “U.S.
    EPA” means the United States
    Environmental Protection Agency.
    Section 620.115
    Prohibition
    No person shall cause,
    threaten or allow a violation of the Act,
    the Groundwater Protection Act or 35
    Ill. Adm.
    Code:
    Subtitle
    F
    regulations adopted by the Board thereunder,
    including but not
    limited to this Part.
    Section 620.125
    Incorporations by Reference
    a)
    The Board incorporates the following material by
    reference:
    EMSL.
    Available from Environmental Monitoring
    Systems Laboratory, Office of Research and
    Development, USEPA,
    Cincinnati,
    Ohio 45268,
    (513-
    569—7562)
    “Methods for Chemical Analysis of Water and
    Wastes,” EPA Publication No. EPA—600/4-79-
    020,
    (March 1983)
    “Methods for the Determination of Organic
    Compounds in Drinking Water,”
    EPA, EMSL,
    EPA-
    600/4—88/039
    (Dec.
    1988)
    GPO.
    Available from:
    Superintendent of Documents,
    U.S. Government Printing Office, Washington,
    D.C.
    20401,
    (202—783—3238)
    “Practical Guide for Ground—Water Sampling,”
    EPA Publication No. EPA/600/2—85/l04
    (September
    1985)
    “RCRA Groundwater Monitoring Technical
    Enforcement Guidance Document,” EPA
    Publication No. OSWER-9950.l
    (September
    1986)
    “Test Methods for Evaluating Solid Wastes,
    Physical/Chemical Methods,”
    EPA Publication
    No. SW-846
    (Third Edition,
    1986,
    as amended
    by Revision
    I
    (December 1987).
    USEPA Guidelines for Carcinogenic Risk
    Assessment,
    51
    Fed.
    Reg
    33992—34003
    (September 24,
    1986).
    40
    CFR
    141
    (1989)
    40
    CFR
    300
    (1989)
    115-- 209

    —40—
    54
    Fed.
    Reg.
    22100
    (May
    22,
    1989).
    USGS.
    Available
    from:
    Distribution
    Branch,
    United
    States Geological Survey,
    604 South Pickett
    Street,
    Alexandria,
    VA 22304,
    (703—648—7411):
    “Techniques
    of
    Water
    Resources
    Investigations
    of
    the
    United
    States
    Geological
    Survey,
    Guidelines
    for Collection and Field Analysis
    of
    Ground-Water
    Samples
    for
    Selected
    Unstable
    Constituents,” Book
    I, Chapter D2
    (1981).
    b)
    This
    Section
    incorporates
    no
    later
    editions
    or
    amendments.
    Section 620.130
    Exemption from General Use Standards
    and
    Public
    and
    Food
    Processing
    water
    Supply-’
    Standards
    Groundwater
    is
    not
    required to meet the general use standards and
    public
    and
    food
    processing
    water
    supply
    standards
    of
    35
    Ill.
    Adm.
    Code
    302.Subparts
    B
    and
    C.
    Section
    620.135
    Exclusion
    for
    Underground
    Water
    in
    Certgain
    Man-Made
    Conduits
    This
    Part
    does
    not
    apply
    to
    underground waters contained in
    subsurface drains, tunnels,
    reservoirs,
    storm sewers,
    tiles or
    sewers.
    115—210

    —41—
    SUBPART
    B:
    GROUNDWATER
    CLASSIFICATION
    Section
    620.201
    Groundwater
    Classes
    All
    groundwaters
    of
    the
    State
    belong
    to
    one
    of
    the
    following
    five
    classes
    of
    groundwater
    in
    accordance
    with
    criteria
    specified
    in
    Sections
    620.210 through 620.250:
    a)
    Class
    I:
    Potable
    Resource
    Groundwater;
    b)
    Class II: General Resource Groundwater;
    C)
    Class
    III:
    Remedial
    Groundwater;
    d)
    Class
    IV:
    Limited
    Use
    Groundwater;
    or
    e)
    Class
    V:
    Specia-1--Resource~’Gro~undwat’er-.-
    Section 620.210
    Class
    I:
    Potable Resource Groundwater
    a)
    A
    groundwater
    is
    a
    Potable
    Resource
    Groundwater
    if:
    1)
    Its
    natural
    background
    is
    less
    than
    or
    equal
    to
    the
    maximum
    contaminant
    levels
    (MCL5)
    found
    at
    35
    Ill.
    Adm.Code
    61l.Subpart
    F.
    2)
    It
    can
    be
    withdrawn
    at
    a
    rate
    greater
    than
    563
    liters per day
    (150 gallons per day).
    b)
    If
    a
    groundwater
    meets
    the
    criteria
    of
    subsection
    (a)
    except
    that
    the
    concentrations
    of
    one
    or
    more
    of
    the
    following
    naturally
    occurring
    constituents
    exceed
    the
    standards
    of
    subsection
    (a)
    (I),
    but
    can
    be
    treated
    to
    meet
    the
    standards of subsection
    (a) (1), then such
    groundwaters shall also belong to Class
    I:
    1)
    Iron;
    2)
    Manganese;
    3)
    Radioactive
    constituents.
    Section 620.220
    Class II: General Resource Groundwater
    A
    groundwater
    is
    a
    General
    Resource
    Groundwater
    if
    it
    is
    not
    a
    Class
    I,
    III,
    IV,
    or V groundwater in accordance with
    criteria
    specified in Section 620.210, Section 620.230, Section 620.240 or
    Section
    620.250.
    Section
    620.230
    Class
    III:
    Remedial
    Groundwater
    A
    groundwater
    is
    a
    Remedial
    Groundwater
    if
    it
    is:
    115—211

    —42—
    a)
    Contaminated groundwater from
    a site listed on the:
    1)
    National Priorities List
    (40 CFR 300),
    as
    incorporated
    by reference in Section 620.125;
    or
    2)
    State
    Remedial
    Action
    Priorities
    List
    (35
    Ill.
    Adm.
    Code 860.210),
    except those sites that are
    listed
    in
    the
    Remediated
    Releases
    Group.
    b)
    Contaminated groundwater from leaking underground
    storage tank sites that are the subject of corrective
    action
    approved
    by
    the
    Agency
    under
    Section
    22.18(b)
    of
    the
    Act,
    until
    corrective action at such sites
    is
    completed.
    c)
    Groundwater within an area which
    is
    the
    subject
    of
    corrective
    action
    approved by’the Agency ‘under~35‘Ill.
    Adm.
    Code 724.Subpart F,
    until corrective action is
    completed.
    d)
    Groundwater that is undergoing corrective action under
    35 Ill.
    Adm.
    Code: Subtitle
    F, until corrective action
    is completed.
    e)
    Groundwater at a coal mining site permitted by the
    Illinois Department of Mines and Minerals under the
    Surface Coal Mining Land Conservation and Reclamation
    Act
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    96
    1/2,
    pars.
    7901.01
    et
    seq.,
    as amended) and 62
    Ill. Adm.
    Code 1700
    -
    1850 for
    which
    the
    hydrologic
    balance
    is
    disturbed,
    groundwater
    within
    an underground coal mine,
    or within the area
    from which overburden has been removed
    at a coal mining
    site, until reclamation and related groundwater
    monitoring have been completed.
    f)
    Groundwater within a previously mined area, until
    groundwater
    monitoring
    pursuant
    to
    62
    Ill.
    Adm.
    Code
    1700
    1850 demonstrates that the groundwater is
    capable of beneficial use.
    For purposes of this
    subsection
    (d) (6),
    the term “previously mined area”
    means land disturbed or affected by earlier coal mining
    operations that was not reclaimed in accordance with 62
    Ill.
    Adm.
    Code 1700
    1850.
    g)
    Groundwater found by the Board to require remedial
    action in any proceeding conducted
    in accordance with
    Section 620.260.
    Section 620.240
    Class IV: Limited Use Groundwater
    Limited Use Groundwater
    is:
    1 l5—~i12

    —43—
    a)
    Groundwater
    that
    naturally
    contains
    more
    than
    10,000
    mg/L of total dissolved solids;
    b)
    Groundwater which has been designated by the Board as
    an exempt aquifer pursuant to 35 Ill.
    Adm.
    Code
    730.104;
    or
    c)
    Groundwater found by the Board, pursuant to the
    procedures set forth in Section 620.260, to have a
    concentration or one or more contaminants which renders
    the groundwater unsuitable for potable or general use.
    Section 620.250
    Class V: Special Resource Groundwater
    a)
    A
    -
    roundwater
    is a Special Resource Grpun~water_iLi~
    is;
    1)-
    .
    Foun&+
    -
    he
    Board,
    purs-u-an--t-e-proeedure~s---set
    forth
    i
    ection 620.260, to warrant the
    applica
    Jfl
    of a water quality standard different
    from th~ otherwise applicable water quality
    standar
    specified
    in Subpart C; or
    2)
    Designated by the Agency based on the criteria
    developed pursuant to subsection
    (b)
    as
    ecologically vital,
    in that the groundwater
    provides the return flow for a particularly
    sensitive ecological system.
    b)
    The Agency,
    in cooperation with the Department of
    Conservation
    and
    the
    Department
    of
    Energy
    and
    Natural
    Resources,
    shall develop a regulatory proposal
    for
    the
    designation of Ecologically Vital Groundwaters based on
    available information, including, but not limited to,
    information concerning wetlands, endangered species,
    threatened sp~cies, natural areas and aquatic systems.
    The Agency shall present such proposal for classifying
    Ecologically
    Vital Groundwaters to the Board for
    adoption.
    Section 620.260
    Reclassification of Groundwater by Adjusted
    Sta:~idard
    Any person may petition the Board to reclassify a groundwater in
    accordance with the procedures for adjusted standards specified
    in Section 28.1 of the Act and 35 Ill.
    Adm.
    Code l06.Subpart
    G.
    In any proceeding to reclassify specific groundwater by adjusted
    standard,
    in addition to the requirements of 35
    Ill.
    Adm.
    Code
    106.Subpart
    G, and Section 28.1(c)
    of the Act, the petition
    shall, at a minimum, contain information to allow the Board to
    determine:
    115—213

    —44—
    a)
    The
    specific
    groundwater
    for
    which
    reclassification
    is
    requested,
    including
    but
    not
    limited
    to
    geographical
    extent
    of
    any
    aquifers,
    depth
    of
    groundwater,
    and
    rate
    and
    direction
    of
    groundwater
    flow;
    b)
    Whether
    the
    proposed
    change
    or
    use
    restriction
    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
    facilities,
    and
    economic
    analysis
    contrasting
    the
    health and
    environmental
    benefits
    with
    costs
    likely
    to
    be incurred in meeting the standards would be
    beneficial
    or
    necessary;
    c)
    Existing and anticipated uses of the specific
    groundwater;
    ~)
    Existing
    and
    anticipated
    quality
    of
    the
    specific
    groundwater;
    e)
    Existing and anticipated contamination,
    if’ any,
    of the
    specific
    groundwater;
    f)
    Technical
    feasibility
    and
    economic
    reasonableness
    of
    eliminating
    or
    reducing
    contamination
    of
    the
    specific
    groundwater
    or
    of
    maintaining
    existing
    water
    quality;
    g)
    All
    technically
    feasible
    and economically reasonable
    methods are being used to prevent the degradation of
    groundwater
    quality
    h)
    The
    anticipated
    time
    period
    over
    which
    contaminants
    will
    continue
    to
    affect
    the
    specific
    groundwater;
    i)
    Existing
    and
    anticipated
    impact
    on
    any
    potable
    water
    supplies
    due
    to
    either
    contamination
    or
    interruption;
    j)
    Availability
    and
    cost
    of
    alternate
    water
    sources
    or
    of
    treatment
    for
    those
    users
    adversely
    affected;
    k)
    Negative
    or
    positive
    effect
    on
    property
    values;
    and
    1)
    For
    return
    flow
    groundwater,
    negative
    or
    positive
    effect
    on:
    1)
    The
    quality
    of
    surface
    waters;
    and
    2)
    Wetlands,
    natural
    areas,
    and
    the
    life
    contained
    therein,
    including
    endangered
    or
    threatened
    species
    of plant,
    fish or wildlife listed pursuant
    to
    the
    Endangered
    Species
    Act
    16
    U.S.C.
    ~531
    et
    seq.,
    or
    the
    Illinois
    Endangered
    Species
    .115—214

    —45—
    Protection
    Act
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    8,
    par.
    331
    et
    seq.).
    115—215

    —46—
    SUBPART C: GROUNDWATER QUALITY STANDARDS
    Section
    620.301
    Applicability
    Groundwaters
    shall
    meet
    the
    standards
    appropriate
    to
    the
    groundwaters’
    class,
    as
    specified
    in
    this
    Subpart,
    except
    where
    due
    to
    natural
    background.
    Section
    620.305
    Nondegradation
    Groundwaters
    whose
    existing
    quality
    is
    better
    than
    the
    water
    quality
    standards
    of
    this
    Subpart at the effective cate of this
    Part shall be maintained at their existing high quality.
    Such
    waters
    shall
    not be lowered in quality unless and until
    it is
    affirmatively demonstrated that such char:~ewill
    no-i
    interfere
    with or become injurious to any appropriate benefit
    al uses made
    of,
    or
    presently
    possible
    in,
    such waters and that
    ch chanqe is
    justifiable
    as
    a~resu1t’of
    necessary
    economic’or~’
    a1
    development.
    Section 620.307
    No Penalty for Prior Degradaticn
    a)
    No
    person
    shall
    be
    liable
    for
    penalties
    assessed
    by
    the
    State
    under
    this
    Part
    for
    degradation
    of
    groundwater
    caused
    by
    lawful
    activities
    that
    took
    place
    prior
    to
    the
    effective
    date
    of
    this
    Part.
    b)
    Nothing
    in this Section shall limit the authority of
    the Board, the Agency or any other appropriate agency
    to require corrective action.
    Section 620.310
    Standards Applicable to Class
    I::
    Potable
    Resource
    Groundwater
    a)
    Groundwater
    standards
    are
    the
    same
    as
    the
    maximum
    contaminant levels
    (MCLs) specified in 35 Ill.
    Adm.
    Code
    611.Subpart
    F,
    except
    as
    otherwise
    specified
    in
    this
    Section.
    In
    the
    event
    that
    35
    Ill.
    Adm.
    Code
    611.Subpart
    F
    specifies
    more
    than
    one
    MCL
    for
    any
    given
    contaminant, the Class
    I groundwater standard is the
    more restrictive MCL.
    b)
    The
    groundwater
    standard
    for
    a
    constituent
    identified
    as a carcinogen,
    as defined at Section 620.110, shall
    be at the concentration at which the constituent is
    detected as defined at Section 620.110.
    c)
    Miscellaneous constituents:
    Standard
    Constituent
    (mc;/L)
    Chloride
    200
    Sulfate
    400
    115—216

    —47—
    Total
    Dissolved
    Solids
    (TDS)
    1200
    d)
    pH
    shall
    not
    be
    less
    than
    6.5
    nor
    more
    than
    9.0.
    e)
    Contaminants
    must
    not
    be
    present
    in
    concentrations
    which,
    alone
    or
    in
    combination
    with
    other
    substances,
    cause adverse effects.
    Section 620.320
    Standards Applicable to Class II: General
    Resource
    Groundwater
    a)
    The
    groundwater
    standard
    for
    any
    organic
    chemical
    constituent
    shall
    be
    five
    times
    the
    standard
    applicable
    to
    a
    Class
    I
    groundwater,
    determined
    pursuant
    to
    Section
    620.310(a)
    ,x~pt.,
    as
    otherwise
    provided.
    ,in~.
    this
    Section.
    Except—a~---otherwise
    provided’
    ±n—subsect±on~c~ttx~~
    groundwater
    standard
    for
    a constituent identified as a
    carcinogen,
    as
    defined
    at Section 620.110, shall be at
    the
    concentration
    at
    which
    the
    constituent
    is
    detected
    as
    defined
    at
    Section
    620.110.
    C)
    Miscellaneous constituents:
    Standard
    Constituent
    (mg/L)
    Barium
    5
    Boron
    2
    Cadmium
    0.5
    Chloride
    200
    Chromium
    1.0
    Cobalt
    1
    Copper
    1.3
    Cyanide
    0.6
    ortho—Dichlorobenzene
    1.5
    Ethylbenzene
    1.0
    Fluoride
    0.2
    Lead
    0.1
    Mercury
    0.1
    Nickel
    2.0
    Selenium
    0.02
    Sulfate
    400
    Toluene
    5.0
    Total Dissolved Solids
    (TDS)
    1200
    Zinc
    10
    d)
    pH shall not be less than 6.5 nor more than 9.0.
    Section 620.330
    Standards Applicable to Class
    III:
    Remedial
    Groundwater
    115—217

    —48—
    a)
    Prior
    to
    the
    completion
    of
    remediation
    or
    reclamation,
    groundwater
    standards
    shall
    be
    equal
    to
    the
    existing
    concentrations
    of
    contaminants
    in
    the
    groundwater
    underlying
    the
    site,
    as
    determined
    by
    groundwater
    monitoring.
    b)
    Except
    as
    provided
    in
    subsection
    (c),
    standards
    to
    be
    achieved
    for
    remediation
    or
    reclamation
    of
    Class
    III:
    Remedial
    Groundwater
    shall
    be
    the
    groundwater
    standards
    appropriate
    to
    that
    groundwater’s
    class,
    as
    set
    forth
    in
    this
    Subpart.
    c)
    In
    a
    proceeding
    conducted
    pursuant
    to
    the
    procedures
    of
    Section
    620.260,
    the
    Board
    may
    specify
    standards
    for
    remediation
    and
    reclamation
    dif.Lerent.irom
    those,
    of,
    subsection
    (b).
    Such
    standards
    shall
    apply
    only
    to
    the
    groundwaters specifically identified
    in the proceeding.
    Section
    620.340
    Standard
    Applicable
    to
    Class
    IV:
    Limited
    Use
    Groundwater
    The
    groundwater
    standard
    applicable
    to
    Limited
    Use
    Groundwaters
    is the nondegradation standard of Section 620.305, except as
    determined
    in a proceeding pursuant to Section 620.260.
    Section
    620.350
    Standards
    Applicable
    to
    Class
    V:
    Special
    Resource
    Groundwater
    Unless
    determined
    otherwise
    in
    the
    proceeding,
    pursuant
    to
    Section
    620.260,
    in
    which
    the
    groundwater
    was
    classified
    as
    Class
    V1
    the
    standard
    for
    any
    substance
    is
    the
    standard
    applicable
    to
    a
    Class
    I:
    Potable
    Resource
    Groundwater
    pursuant
    to
    Section
    620.
    310.
    Section
    620.360
    Alternate
    Coal
    Mine
    TDS
    Standard
    a)
    This
    section
    shall
    apply
    only
    if
    the
    coal
    mine
    has
    been
    permitted
    by
    the
    Illinois
    Department
    of
    Mines
    and
    Minerals,
    pursuant
    to
    62
    Ill.
    Adm.
    Code
    1700
    1850,
    and
    applicable
    groundwater
    quality
    monitoring
    has
    been
    performed
    and
    reported
    to
    such
    Department.
    b)
    Sections
    620.310,
    620.320,
    620.330,
    620.340
    and
    620.350
    notwithstanding,
    after
    reclamation
    at
    a
    coal
    mine
    has
    been
    completed,
    the
    concentration
    of
    total
    dissolved
    solids
    (TDS)
    shall
    not
    exceed:
    1)
    The
    post-mining
    ambient
    level
    or
    3000
    mg/L,
    whichever
    is
    less,
    for
    groundwater
    within
    an
    area:
    A)
    Bounded
    by
    a
    perimeter
    located
    200
    feet
    around
    the
    area
    from
    which
    overburden
    has
    been
    removed;
    or
    115—218

    —49—
    B)
    From
    which
    coal
    has
    been
    extracted
    from
    an
    underground
    coal
    mine;
    or
    2)
    The
    post-mining
    ambient
    level
    or
    5000
    mg/L,
    whichever
    is
    less,
    for
    groundwater
    in
    underground
    coal
    mines
    and
    in
    areas
    reclaimed
    after
    surface
    coal mining if
    the
    Illinois
    Department
    of
    Mines
    and
    Minerals
    and
    the
    Agency
    pursuant
    to
    62
    Ill.
    Adm.
    Code
    1700
    -1850
    have
    determined
    that
    no
    resource
    groundwater existed prior to mining.
    115—219

    —50—
    SUBPART
    D:
    MISCELLANEOUS
    PROCEDURES
    AND
    PROTOCOLS
    Section
    620.405
    Compliance
    Point
    Compliance
    with
    the
    standards
    of
    Subpart
    C
    shall
    be
    determined
    at
    any
    spring
    at
    the
    point
    of
    discharge
    from
    the
    spring
    or
    at
    any
    well
    that
    meets
    one
    or
    more
    of
    the
    following
    criteria:
    a)
    The well has been permitted by the Department of Public
    Health
    or
    the
    Department
    of
    Mines
    and
    Minerals,
    pursuant
    to
    62
    Ill.
    Adm.
    Code
    1700
    -
    1850,
    or
    has
    been
    located
    and
    constructed
    (or
    reconstructed)
    to
    meet
    the
    Illinois
    Water
    Well
    Construction
    Code
    (Ill.
    Rev.
    Stat.
    1989,
    ch.
    111
    1/2,
    pars.
    116.111
    et
    seq.,
    as
    amended)
    and
    35
    Ill.
    Adin.
    Code
    920.
    b)
    The
    well
    has
    been
    permitted
    by
    the
    Agency
    pursuant
    to
    35
    Ill.
    Adm.
    Code
    602.101
    or~6’O’2.1O’2;~or”iias
    ‘been
    constructed
    in
    accordance
    with
    standards
    adopted
    by
    the
    Agency
    pursuant
    to
    35
    Ill.
    Adm.
    Code
    602.115.
    c)
    The
    well
    is
    a
    monitoring
    well
    which
    meets
    the
    following
    minimum
    criteria:
    1)
    Well
    casings
    and
    screens
    are
    made
    from
    material
    -
    resistant
    to
    expected
    chemical
    or
    physical
    degradation,
    and
    are
    made
    of
    materials
    that
    do
    not
    interfere
    with
    the
    quality
    of
    groundwater
    samples
    being
    collected.
    Well
    casings
    and
    screens
    are
    made
    from
    fluorocarbon
    resins,
    stainless
    steel,
    or
    other
    similarly
    inert
    material
    in
    the
    saturated
    zone
    if
    the
    well
    casings
    or
    screens
    may
    interfere
    with
    the
    sampling
    results.
    2)
    The
    annular
    space
    opposite
    the
    screened
    section
    of
    the
    well
    (i.e.,
    the
    space
    between
    the
    bore
    hole
    and
    well
    screen)
    are
    filled
    with
    gravel
    or
    sand
    in
    order
    to
    collect
    groundwater
    samples.
    The
    annular
    space above and below the well screen are to be
    sealed
    to
    prevent
    migration
    of
    water
    from
    adjacent
    formations
    and
    the
    surface
    to
    the
    sampled
    depth.
    Section
    620.410
    Sampling
    Procedures
    Any
    sample
    taken
    to
    make
    a
    demonstration
    pursuant
    to
    this
    Subtitle
    shall
    be
    collected
    in
    accordance
    with
    the
    procedures
    set
    forth in the documents listed in Section 620.125(a) (4) through
    (a)
    (9),
    except
    that:
    a)
    For
    a
    potable
    well
    other
    than
    a
    community
    water
    supply
    well,
    the
    sample
    shall
    be,taken
    at
    a
    sample
    tap
    located
    prior to any treatment or at the nearest tap to the
    potable water well.
    115—220

    —51—
    b)
    For
    a
    community
    water
    supply
    well,
    the
    sample
    shall
    be
    taken
    at
    the
    sample
    tap
    prior
    to
    any
    treatment.
    c)
    For
    a
    water
    well
    other
    than
    a
    potable
    water
    well
    (e.g.,
    a livestock watering well or an irrigation well), the
    sample
    shall
    be
    taken
    at
    a
    point
    prior
    to
    any
    treatment
    or
    chemical
    addition.
    d)
    For a monitoring well, the sample shall
    be withdrawn
    from
    the
    well
    and
    filtered
    prior
    to
    inorganic
    analysis
    with
    a 0.45 micron filter.
    Groundwater elevation in
    the
    groundwater
    monitoring
    well
    must
    be
    determined
    an’~
    recorded
    each
    time
    groundwater
    is
    sampled.
    e)
    For
    a
    spring,
    the
    sample
    shall
    be
    taken
    at
    the
    point
    ot
    discharge
    prior
    to
    any
    mixing
    with
    surface
    waters
    and
    -shall
    be
    filtered
    -p~er—te inor~anic-
    a-l-ys-is-with-—a-
    0.45
    micron
    filter.
    Section
    620.415
    Special Requirements for Analysis of
    Carcinogens
    The
    analytical
    methodology
    used
    for
    the
    analysis
    of
    carcinogens
    must
    be
    consistent
    with
    both
    of
    the
    following:
    a)
    The methodology must have a PQL at or below the
    groundwater
    standards
    set
    forth
    in
    this
    Subpart;
    and
    b)
    The
    methodology
    must
    be
    consistent
    with
    those
    methodologies listed in the documents listed in
    Section
    620.125(a)(8)
    and
    (a)(9).
    Section 620.420
    Reporting Requirements
    a)
    This Section shall not apply to activities subject to
    35
    Ill.
    Adm.
    Code
    615.Subpart
    B
    or
    6l6.Subpart
    B
    or
    units subject to Subpart F of 35
    Ill. Adm. Code 724.
    b)
    At
    a
    minimum,
    groundwater
    monitoring
    analytical
    results
    must
    include
    information,
    procedures
    and
    techniques
    for:
    1)
    Sample collection
    (including but not limited to
    name of sample collector, time and date of the
    sample, method of collection, and identification
    of the monitoring location);
    2)
    Sample preservation and shipment (including but
    not limited to field quality control);
    3)
    Analytical procedures
    (including but not limited
    to the method detection limits, the PQL5 and
    115—221

    —52—
    quality
    assurance/quality
    control
    methodology)
    and
    4)
    Chain
    of
    custody
    control.
    Ii

    —53—
    SUBPART
    E:
    PREVENTIVE MANAGEMENT PROCEDURES
    AND
    CORRECTIVE ACTION
    Section
    620.’SOl
    Applicability
    a)
    This Subpart applies to:
    1)
    New sites located within Class
    I:
    Potable Resource
    Groundwater,
    Class II: General Resource
    Groundwater or Class V:
    Special Resource
    Groundwater.
    2)
    Existing sites located within
    a setback zone.
    b)
    Nothing in this Subpart shall
    in any way limit the
    authority of the Board,
    of the State or of the United
    States
    to
    require
    or
    perform
    any
    corrective
    action,
    reclamation,
    or clean-up,
    including but not limited to
    removal
    or
    remedial
    action,
    under
    any
    State
    or
    Federal
    law
    or
    regulation.
    Section 620.505
    Preventive Management Triggers
    A
    preventive
    management
    response
    under
    Section
    620.510
    shall
    be
    undertaken:
    a)
    Whenever
    there
    is
    a
    detection
    in
    a
    Class
    I:
    Potable
    Resource
    Groundwater
    of
    any
    contaminant
    for
    which
    a
    groundwater standard exists pursuant to Section
    620.310(a),
    (b)
    or
    (c), except where the contaminant is
    present due to natural background.
    b)
    Whenever there is a detection
    in
    a Class II: General
    Resource Groundwater of:
    1)
    Arsenic, cadmium, chromium,
    cyanide,
    lead or
    mercury, except due to natural background; or
    2)
    Any of the following constituents is detected:
    Alachlor
    Aldicarb
    Atrazine
    Benzene
    Carbofuran
    Carbon
    tetrachloride
    Chlordane
    Chlorobenzene
    2,
    4—D
    ortho—Dichlorobenzene
    para-Dichlorobenzene
    1, 2-Dichloroethane
    1, l-Dichloroethylene
    115—223

    —54—
    cis-l,
    2-Dichloroethylene
    trans—i,
    2-Dichloroethylene
    1, 2—Dichioropropane
    Endrin
    Ethylbenzene
    Heptachlor
    Heptachlor epoxide
    Lindane
    Methoxychlor
    Pentachlorophenol
    Phenols
    Polychlorinated
    biphenyls
    Styrene
    2
    ,
    4,
    5—TP
    Tetrachioroethylene
    Toluene
    Toxaphene
    1,1,
    l-Trichloroethane
    Trichioroethylene
    Vinyl chloride
    Xylenes
    Section 620.510
    Preventive Management Response Procedures
    a)
    Any person making a detection of a contaminant pursuant
    to Section 640.405 shall:
    1)
    Confirm the detection by resampling and
    reanalysis.
    Resampling shall be made within 30
    days of the date upon which the results of the
    original sample analyses were received.
    2)
    If the resample analysis confirms the detection,
    notify the appropriate agency within 30 days of
    the date on which the results of the sample
    analyses are received, but no later than 90 days
    after the results of the original sample were
    received.
    b)
    If the sampling location is
    a community water supply
    -
    well and the Agency receives notice under subsection
    (a)
    that
    a detection has been confirmed,
    the Agency
    shall notify the owner or operator of any potential
    primary source, potential secondary source, potential
    route, or community water supply well known to the
    Agency that is located within 3,000
    feet of the
    sampling location indicating the detection.
    c)
    If the sampling location is a non-community water
    supply well or if multiple private water supply wells
    may be adversely affected,
    and the Department of Public
    Health receives notice under subsection
    (a)
    that
    a
    detection has occurred,
    the Department of Public Health
    115—224

    —55—
    shall conduct a sanitary survey within 500 feet
    of the
    sampling location.
    d)
    The owner or operator notified under subsection
    (b)
    shall,
    within
    30
    days
    of
    the
    date
    of
    issuance
    of
    such
    notice,
    sample each of its own water wells or
    monitoring wells for the parameter identified in the
    -
    notice if the parameter or material containing such
    parameter is or has been stored,
    disposed,
    or otherwise
    handled at the site.
    If a constituent identified under
    Section 620.505
    is detected, then the water well shall
    be resampled within 30 days of the date on which the
    first sample analyses are received.
    The results of
    each analysis shall be reported to the Agency within 90
    days of the date of issuance of the notice.
    e)
    If the Agency receives notice under subsection
    (a) that
    a
    contaminant
    identified
    under
    Section
    620.505(a)
    has
    been
    detected,
    the
    Agency
    shall:
    1)
    Conduct
    a
    well
    site
    survey
    pursuant
    to
    Section
    17.1(d)
    of
    the
    Act,
    if
    such
    a
    survey
    has
    not
    been
    previously
    conducted
    within
    the
    last
    3
    years;
    and
    2)
    Identify those sites or activities which represent
    a hazard to the continued availability
    of
    groundwaters for public use,
    unless
    a groundwater
    protection needs assessment has been prepared
    pursuant to Section
    17.1 of the Act.
    Section 620.515
    Corrective Action Triggers for Class
    I:
    Potable Resource Groundwater
    Corrective action shall take place if
    a constituent is detected
    pursuant to Section 620.505(a) and one or more of the following
    exist:
    a)
    Any
    of
    the
    following
    concentrations
    is
    exceeded:
    Concentration
    Constituent
    (rng/L)
    BETX
    0.095
    Pentachlorophenol
    0.03
    para—Dichlorobenzene
    0.005
    ortho-Dichlorobenzene
    0.01
    Ethylbenzene
    0.03
    Styrene
    0.01
    Toluene
    0.04
    Xylenes
    0.02;
    or
    b)
    For a constituent other than those identified in
    subsection
    (a)
    ,
    the constituent
    is
    a carcinogen and the
    115—225

    —56—
    groundwater standard at Section 620.310(b)
    is exceeded;
    or
    c)
    For
    a
    constituent
    other
    than
    those
    identified
    in
    subsections
    (a)
    or
    (b),
    a statistically significant
    increase occurs above background
    (as determined
    pursuant
    to
    other regulatory procedures
    (e.g.,
    35
    Ill.
    Adm.
    Code 616 or 724))
    for a constituent for which
    there
    is a groundwater standard pursuant to Section
    620.310.
    Section 620.517
    Corrective Action Triggers for Class
    II:
    General Resource Groundwater
    Corrective action shall take place
    if a constituent
    is detected
    pursuant to Section 620.505(b)
    and any of the groundwater
    standards identified
    in Section 6~0.3l0(a) or
    (b)
    is exceeded.
    Section 620.520
    Corrective Action Exceptions
    Corrective action shall take place unless the Agency specifies in
    writing upon application of the owner or operator that the owner
    or operator has demonstrated that:
    a)
    The source of contamination
    is due to natural
    background;
    or
    b)
    The
    detection
    resulted
    from
    error
    in
    sampling,
    analysis,
    or evaluation; or
    c)
    The
    contamination
    will
    not
    exceed
    the
    criteria
    set
    forth
    in Subpart
    C,
    the contaminants do not cause
    adverse effects, and all actions have been undertaken
    to ensure the degree and extent of contamination
    is
    reduced; or
    d)
    The contamination is as
    a result of contaminants
    remaining in groundwater from a prior release for which
    corrective action was undertaken
    in accordance with
    instructions
    from the appropriate agency.
    Section 620.525
    Appeal of Agency Exception Determination
    An Agency determination under Section 620.520 shall be appealable
    to the Board pursuant to the procedures of Section 40 of the Act.
    115—226

    —57—
    SUBPART
    F:
    HEALTH
    ADVISORIES
    Section 620.601
    Purpose of a Health Advisory
    This Subpart establishes procedures for the issuance of a Health
    Advisory that sets forth guidance levels that,
    in the absence of
    groundwater standards under Section 620.310, must be considered
    by the Agency in:
    a)
    Establishing
    groundwater
    cleanup
    or
    action
    levels
    whenever there is a release or substantial threat of a
    release
    of:
    1)
    A
    hazardous
    substance
    or
    pesticide;
    or
    2)
    Other
    contaminant
    that
    creates
    or
    may
    create
    an
    immediate
    danger
    to
    public
    health
    or
    the
    environment.
    --~-~--~-
    ~—-—-—
    b)
    Determining whether the community water supply is
    taking
    its
    raw
    water
    from
    the
    “best
    available
    source
    which
    is
    economically
    reasonable
    and
    technologically
    possible”
    as
    required
    under
    35
    Ill.
    Adin.
    Code
    611.231
    c)
    Developing rulemaking proposals for new or revised
    numerical groundwater standards.
    d)
    Evaluating mixtures of chemical substances,
    including
    but not limited to those substances for which numerical
    standards have been set under Section 620.310.
    Section 620.605
    Issuance of a Health Advisory
    a)
    The Agency shall issue
    a Health Advisory for a chemical
    substance or mixture of chemical substances if all of
    the
    following
    conditions
    are
    met:
    1)
    A
    community
    water
    supply
    well
    is
    sampled
    and
    a
    substance
    or
    mixture
    of
    chemical
    substances
    is
    detected
    and
    confirmed
    by
    resampling;
    2)
    There
    is
    no
    groundwater
    standard
    under
    Section
    620.310
    for
    such
    chemical
    substance
    or
    there
    is
    no
    standard for one or more substances contained in a
    mixture
    of
    chemical
    substances;
    and
    3)
    The
    chemical
    substance
    or
    mixture
    of
    chemical
    substances
    is toxic or harmful to human health in
    accordance
    with
    the
    procedures
    of
    Appendix
    A,
    B
    or
    C.
    b)
    The
    Health
    Advisory
    shall
    contain
    a
    general
    description
    of
    the
    characteristics
    of
    the chemical substance,
    the
    115—227

    —58—
    potential
    adverse
    health
    effects,
    and
    a
    guidance
    level
    to
    be
    determined
    as
    follows:
    1)
    If disease or functional
    impairment
    is caused due
    to a physiological mechanism for which there
    is a
    threshold dose below which no damage occurs,
    the
    guidance level for any such substance shall
    be the
    Maximum
    Contaminant
    Level
    Goal
    (“MCLG”)
    adopted by
    USEPA
    for
    such
    substance.
    If
    there
    is
    no
    MCL,G
    for
    the
    substance,
    the
    guidance
    level
    shall
    be
    the
    Human
    Threshold
    Toxicant
    Advisory
    Concentration
    for
    such
    substance
    as
    determined
    in
    accordance
    with
    Appendix
    A,
    unless
    the
    concentration
    for
    such
    substance
    is
    less
    than
    the
    lowest
    PQL
    for
    the
    substance.
    If
    the
    concentration
    for
    such
    substance
    is
    less
    than
    the
    lowest
    PQL
    for
    the
    substance,
    the
    guidance
    level
    is
    the
    lowest
    PQL.
    2)
    If
    the
    chemical
    substance
    is
    a-carcinogen,
    the
    guidance
    level
    for
    any
    such
    chemical
    substance
    shall
    be
    the
    lowest
    PQL
    for
    such
    substance.
    3)
    If mixtures of similar—acting chemical substances
    are present,
    the level for such substances shall
    be determined
    in accordance with Appendices A,
    B,
    and C.
    Section 620.610
    Publishing Health Advisories
    a)
    The Agency shall publish the full text of each Health
    Advisory upon issuance and make the document available
    to the public.
    b)
    The Agency shall publish and make available to the
    public,
    at intervals of not more than
    6 months,
    a
    comprehensive and up-to-date summary list of all Health
    Advisories.
    I
    15—22S

    —59—
    Section
    620.Appendix
    A
    Procedures
    for
    Determining
    Human
    Threshold
    Toxicant
    Advisory
    Concentration
    for
    Class
    I:
    Potable
    Resource
    Groundwater
    a)
    For
    those
    substances
    for
    which
    USEPA
    has
    not adopted a
    Maximum Contaminant Level Goal
    (MCLG),
    the
    Human
    Threshold Toxicant Advisory Concentration shall
    be
    calculated as follows:
    HTTAC
    =
    RSC x ADE/W
    Where:
    HTTAC
    =
    Human Threshold Toxicant Advisory
    Concentration in milligrams per liter
    (nig/L);
    RSC
    =
    Relative contribution—of
    the--amount---of----
    the exposure to
    a chemical via drinking water
    when compared to the total exposure to that
    chemical from all sources.
    Valid chemical—
    specific data shall be used if available.
    If
    valid
    chemical-specific
    data
    are
    not
    available,
    a value of 20
    (=0.20)
    shall be
    used;
    ADE
    =
    Acceptable
    Daily
    Exposure
    of
    substance
    in
    milligrams
    per
    day
    (mg/d)
    as
    determined
    pursuant to subsection
    (b); and
    W
    =
    Per
    capita
    daily
    water
    consumption
    equal
    to
    2 liters per day (L/d).
    b)
    Procedures for Determining Acceptable Daily Exposures
    for Class
    I:
    Potable Resource Groundwater
    1)
    The Acceptable Daily Exposure
    (ADE)
    represents the
    maximum amount of a threshold toxicant in
    milligrams per day
    (mg/d) which
    if ingested daily
    for a lifetime results
    in no adverse effects to
    humans.
    Subsections
    (b) (2) through
    (b) (6)
    list,
    in prescribed order, methods for determining the
    ADE in Class
    I:
    Potable Resource Groundwater.
    2)
    For those substances for which the USEPA has
    derived a Verified Oral Reference Dose for humans,
    USEPA’s Reference Dose given
    in milligrams per
    kilogram per day
    (mg/kg/d)
    shall be used.
    The ADE
    equals the product of multiplying the Reference
    Dose by 70 kilograms
    (kg), which
    is the assumed
    average weight of an adult human.
    1 5—22~~

    —60—
    3)
    For those substances
    for which no observed adverse
    effect level
    for humans
    (NOAEL-H)
    exposed to the
    substance has been derived, the ADE equals the
    product of multiplying one-tenth of the NOAEL-H
    given in milligrams of toxicant per kilogram of
    body weight per day
    (mg/kg/d)
    by the average
    weight of an adult human of
    70 kilograms
    (kg)
    .
    If
    two or more studies are available,
    the lowest
    NOAEL-H shall be used
    in the calculation of the
    ADE.
    4)
    For
    those
    substances
    for
    which
    only
    a
    lowest
    observed
    adverse
    effect
    level
    for
    humans
    (LOALL--
    H)
    exposed
    to
    the
    substance
    has
    been
    derived,
    o:rie-
    tenth
    the
    LOAEL-H
    shall
    be
    substituted
    for
    the
    NOAEL-H
    in
    subsection
    (b)
    (3).
    5)
    For
    those
    substances
    for
    which
    no
    observed
    ads’
    e
    effect
    level
    has
    been derived from studies of—
    mai-ninalian test species
    (NOAEL-A) exposed to
    t:
    substance,
    the ADE equals the product of
    multiplying 1/100
    of the NOAEL-A given in
    milligrams toxicant per kilogram of test speci
    weight per day
    (mg/kg/d)
    by the average weight
    uf
    an adult human of 70 kilograms
    (kg)
    .
    Preferenc-a
    will be given to animal studies having High
    Validity,
    as defined in subsection
    (c),
    in the
    order listed
    in that subsection.
    Studies having a
    Medium Validity,
    as defined
    in subsection
    (c)
    shall be considered
    if no studies having High
    Validity are available.
    If studies of Low
    Validity,
    as defined
    in subsection
    (c) must be
    used,
    the ADE shall be calculated using 1/1000
    of
    the NOAEL-A having Low Validity instead of 1/103
    of the NOAEL-A of High or Medium Validity,
    except
    as described
    in subsection
    (b) (6)
    .
    If two or more
    studies among different animal species are equally
    valid,
    the lowest NOAEL-A among animal species
    shall be used
    in the calculation of the ADE.
    Additional considerations
    in selecting the NOAEL-
    A include:
    A)
    If the NOAEL—A is given
    in milligrams of
    toxicant per liter of water consumed (mg/L,
    prior to calculating the ADE the NOAEL-A must
    be multiplied by the average daily voluue of
    water consumed by the mammalian test species
    in liters per day
    (L/d)
    and divided by the
    average weight of the mammalian test species
    in kilograms
    (kg).
    B)
    If the NOAEL—A is given in milligrams
    of
    toxicant per kilogram of food ~--nsumed
    Ii 5-23~

    —61—
    (mg/kg),
    prior
    to
    calculating
    the
    ADE,
    the
    NOAEL-A must be multiplied by the average
    amount
    in
    kilograms
    of
    food
    consumed
    daily
    by
    the mammalian test species
    (kg/d)
    and divided
    by the average weight of the mammalian test
    species in kilograms
    (kg).
    C)
    If
    the
    mammalian
    test
    species
    was
    not
    exposed
    to
    the
    toxicant
    each
    day
    of
    the
    test
    period,
    the NOAEL-A must be multiplied by the ratio
    of
    days
    of
    exposure
    to
    the
    total
    days
    of
    the
    test
    period.
    D)
    If
    more
    than
    one
    equally
    valid
    NOAEL-A
    is
    available
    ,for
    the
    same
    mammalian
    test
    species,
    the
    best
    available
    data
    shall
    be
    used.
    6)
    For
    those
    substances
    for
    which
    a
    NOAEL-A
    is
    not
    available but the lowest observed adverse effect
    level
    (LOAEL-A)
    has been derived from studies of
    mammalian test species exposed to the substance,
    one-tenth of the LOAEL-A may be substituted for
    the
    NOAEL-A
    in
    subsection
    (b)
    (5).
    The
    LOAEL-A
    shall be selected in the same manner as that
    specified
    in
    subsection
    (b)
    (5).
    One—tenth
    the
    LOAEL-A from a
    study
    determined
    to
    have
    Medium
    Validity may be substituted for a NOAEL-A in
    subsection
    (b)
    (5)
    if
    the
    NOAEL-A
    is
    from
    a
    study
    determined to have Low Validity, or if the
    toxicity endpoint measured in the study having the
    LOAEL-A of Medium Validity is determined to be
    more biologically relevant than the toxicity
    endpoint
    measured
    in
    the
    study
    having
    the
    NOAEL-A
    of
    Low
    Validity.
    c)
    Procedures
    for
    Establishing
    Validity
    of
    Data
    from
    Animal
    Studies
    1)
    High
    Validity
    Studies
    A)
    High validity studies use a route of exposure
    by ingestion or gavage,
    and are based upon:
    i)
    Data
    from
    animal
    carcinogenicity
    studies
    with
    a minimum of
    2
    dose
    levels
    and
    a
    control group,
    2 species, both sexes,
    with 50 animals per dose per sex,
    and at
    least
    50 percent survival at 15 months
    in mice and
    18 months
    in rats and at
    least
    25 percent survival at 18 months
    in mice and 24 months
    in rats;
    115-231

    —62—
    ii)
    Data from animal chronic studies with
    a
    minimum of
    3 dose levels and a control
    group,
    2 species, both sexes, with 40
    animals per dose per sex,
    and at least
    50 percent survival at 15 months
    in mic
    and 18 months in rats and at least 25
    percent survival at 18 months in mice
    and 24 months in rats,
    and a well—
    defined NOAEL; or
    iii)
    Data from animal subchronic studies with
    a
    minimum
    of
    3 dose levels and control,
    2
    species,
    both
    sexes,
    4
    animals
    per
    dose
    per
    sex
    for
    non—rodent
    species
    or
    10
    animals
    per
    dose
    per
    sex
    for
    rodent
    species,
    a
    duration
    of
    approximately
    10
    percent of
    the
    test
    species’
    lifespan,
    and a well-defined NOAEL.
    Supporting studies which reinforce the
    conclusions of a study of Medium Validity may
    be considered to raise such a study to High
    Validity.
    2)
    Medium
    Validity
    Studies
    Medium validity studies are based upon:
    A)
    Data
    from animal carcinogenicity, chronic,
    or
    subchronic studies
    in which minor deviations
    from the study design elements required for a
    High Validity Study are found, but which
    otherwise satisfy the criteria for a High
    Validity
    Study;
    B)
    Data
    from
    animal
    carcinogenicity
    and
    chronic
    studies
    in
    which
    at
    least
    25
    percent
    survival
    is reported at 15 months
    in mice and
    18
    months in rats
    (a lesser survival is
    permitted at the conclusion of a longer
    duration study, but the number of surviving
    animals should not fall below 20 percent per
    dose per sex at
    18 months for mice and 24
    months for rats), but which otherwise satisfy
    the criteria for a High Validity Study;
    C
    Data from animal subchronic or chronic
    studies
    in
    which
    a
    Lowest
    Observable
    Adverse
    Effect
    Level
    (LOAEL)
    is
    determined,
    but
    which
    otherwise satisfy the criteria for a High
    Validity Study; or
    115—232

    —63—
    D)
    Data from animal subchronic or chronic
    studies which have an inappropriate route of
    exposure (for example, intraperitoneal
    injection or inhalation) but which otherwise
    satisfy the criteria for a High Validity
    Study
    ,
    with correction
    factors for
    conversion
    to
    the
    oral
    route.
    3)
    Low
    Validity
    Studies
    Low Validity Studies are studies not meeting the
    criteria
    set
    forth
    in
    subsection
    (c)
    (1)
    or
    (c)
    (2).
    11 ~—233

    —64—
    Section 620.Appendix B
    Procedures for Determining Hazard
    Indices for Class
    I:
    Potable Resource
    Groundwater
    for
    Mixtures
    of
    Similar—
    Acting
    Substances
    a)
    This appendix describes procedures for determining the
    maximum amount of similar—acting substances, determined
    pursuant to Appendix C, which may be present as a
    mixture in Class
    I: Potable Resource Groundwaters
    for
    the protection of human health.
    Except as provided
    otherwise in subsection
    (c)
    ,
    subsections
    (d)
    through
    (h)
    describe
    the
    procedure
    for
    determining
    the
    Hazar:~
    Index for mixtures of similar-acting substances.
    b)
    For the purposes of this appendix,
    a “mix~ure”means
    two or more substances which are present in Class
    I-
    Potable Resource Groundwater which may or may not L
    related either chemically orcOrnfnercially, but whi~
    are not complex mixtures of related isomers and
    congeners which are produced as commercial products
    (for example, PCBs or technical grade chiordane).
    c)
    The following are mixtures of similar acting
    substances:
    1)
    Mixtures
    of
    ortho—Dichlorobenzene
    and
    para—
    Dichlorobenzene.
    The
    Hazard
    Index
    (“HI”)
    for
    such
    mixtures
    shall
    be
    determined
    as
    follows:
    HI
    =
    ortho—Dichlorobenzene\0.6
    +
    para—Dichlorobenzene
    \O.O75
    2)
    Mixtures
    of
    1,1-Dichloroethylene
    and
    1,1,1-
    trichloroethane.
    The Hazard Index
    (“HI”)
    for such
    mixtures shall be determined as follows:
    HI
    =
    l,1—Dichloroethylene\O.007
    +
    1,1,
    l—trichloroethane\0.
    2
    ci)
    When
    two
    or
    more
    substances
    occur
    together
    in
    a
    mixture,
    the
    additivity
    of
    the
    toxicities
    of
    some
    or
    all
    of
    the
    substances
    will
    be
    considered
    when
    determining
    health
    based
    criteria
    for
    Class
    I:
    Potable
    Resource
    Groundwater.
    This
    is
    done
    by
    the
    use
    of
    a
    dose
    addition
    model with the development of a Hazard
    Index
    for
    the
    mixture
    of
    substances
    with
    similar—
    acting
    toxicities.
    This method does not address
    synergism or antagonism.
    Guidelines for determining
    when
    the dose addition of similar—acting substances
    :Ls
    appropriate
    are
    presented
    in
    Appendix
    C.
    The
    Hazard
    Index
    shall be calculated as follows:
    115—234

    —65—
    HI
    =
    A\AL-A
    +
    B\AL-B
    +
    .
    .
    .
    I\AL-I
    Where:
    HI
    =
    Hazard Index,
    unitless.
    A,
    B,
    I
    =
    Concentration of each
    similar—acting substance in groundwater in
    milligrams per liter
    (mg/L).
    AL-A,
    AL-B, AL-I
    =
    The acceptable level of
    each similar—acting substance in the mixture
    in milligrams per liter
    (mg/L).
    e)
    Fo~r substances which are considered to have a threshold
    m~~ianism of toxicity, the acceptable level
    is:
    --
    The groundwater standard listed -in’ ‘Section
    620.310; or
    2)
    For those substances for which groundwater
    standards have not been established in Section
    620.310, the Human Threshold Toxicant Advisory
    Concentration
    (HTTAC)
    as determined
    in Appendix A.
    f)
    For substances which are carcinogens,
    the acceptable
    level
    is:
    1)
    The
    groundwater
    standards
    listed
    in
    Section
    620.310;
    or
    2)
    For
    those
    substances
    for
    which
    groundwater
    standards have not been established under Section
    620.310, the lowest PQL of USEPA—approved
    analytical methods for each substance.
    g)
    Since the assumption of dose addition is most properly
    apçlied to substances that induce the same effect by
    similar modes of action,
    a separate HI shall be
    generated for each toxicity endpoint of concern.
    h)
    In addition to meeting the individual substance
    objectives,
    a Hazard Index shall
    be less than or equal
    to
    1 for a mixture of similar—acting substances.
    115—235

    —66—
    Section 620.Appendix
    C
    Guidelines for Determining When Dose
    Addition of Similar-Acting Substances in
    Class
    I: Potable Resource Groundwaters
    is Appropriate
    a)
    Substances shall be considered similar—acting
    if:
    1)
    The substances have the same target in an organism
    (for example, the same organ,
    organ system,
    receptor,
    or enzyme).
    2)
    The substances have the same mode of toxic action.
    These actions may include,
    for example, central
    nervous system depression,
    liver toxicity,
    or
    cholinesterase inhibition.
    b)
    Substances that have fundamentally different mechanisms
    oftcxicity
    (threshold’ toxicantsvs- ~carcinogens) shall
    not be considered similar—acting.
    However, carcinogens
    which also cause a threshold toxic effect should be
    considered in a mixture with other similar—acting
    substances having the same threshold toxic effect.
    In
    such a case,
    an Acceptable Level for the carcinogen
    must be derived for its threshold effect, using the
    procedures described in Appendix A.
    c)
    Substances which are components of a complex mixture of
    related compounds which are produced as commercial
    products
    (for example, PCBs or technical grade
    chlordane)
    shall not be considered mixtures, as defined
    in Appendix
    B.
    Such complex mixtures shall be
    considered to be equivalent to a single substance.
    In
    such a case,
    the Human Threshold Toxicant Advisory
    Concentration may be derived for threshold effects of
    the complex mixture,
    using the procedures described in
    Appendix A,
    if valid toxicological or epidemiological
    data are available for the complex mixture.
    If the
    complex mixture
    is a carcinogen,
    the Health Advisory
    Concentration shall be the lowest PQL of USEPA-approved
    analytical methods.
    IT IS SO ORDERED.
    Board Members J. Anderson, J.D. Dumelle and B.
    Forcade
    concurred.
    I,
    Dorothy M. Gunn,
    Clerk of the Illinois Pollution Control
    Board,
    hereby certif
    that the above
    pi ion and Order was
    adopted ~
    day of
    -
    ,
    1990, by
    k?~~L~J_
    Dorothy
    M.
    unn, Clerk
    Illinois Pollution Control Board
    115—236

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