ILLINOIS POLLUTION CONTROL BOARD
    December 19, 1980
    AMAX
    COAL
    COMPANY,
    a division
    of AMAX,
    INC.,
    Petitioner,
    v.
    )
    PCB 80—63,
    —64
    ENVIRONMENTAL PROTECTION AGENCY,
    )
    Respondent.
    J~1ESSRS.
    ROBERT L. TRIERWEILER
    AND
    STEPHEN HANSELL, ATTORNEYS AT
    LAW,
    AMAX
    COAL
    COMPANY,
    APPEARED
    ON
    BEHALF
    OF THE PETITIONER.
    MS.
    MARY
    E.
    DRAKE,
    ASSISTANT
    ATTORNEY
    GENERAL,
    AND
    MR.
    SCOTT
    0.
    PHILLIPS,
    ATTORNEY
    AT
    LAW,
    APPEARED
    ON
    BEHALF
    OF
    THE
    RE-
    SPONDENT.
    OPINION OF THE BOARD
    (by D. Satchell):
    This matter comes before the Board upon two petitions for
    review filed by Amax Coal Company
    (Amax)
    on April 7,
    1980.
    The
    petitions seek review of denials by the Illinois Environmental
    Protection Agency
    (Agency)
    of permits required under the old
    Chapter 4:
    Mine Related Pollution.
    Four hearings have been
    held.
    Since the transcripts are not numbered sequentially it
    will be necessary to preface page numbers with a Roman numeral
    indicating the day on which the hearing occurred.
    For example,
    (1:141) means page 141 of the transcript of the hearing held on
    the first day.
    The following are the dates and locations of the
    hearings:
    I
    August
    5,
    1980, Lewiston, pp.
    1—202
    II
    August 6, 1980, Lewiston, pp.
    203—241
    III
    August
    8, 1980, Springfield, pp.
    2—113
    IV
    August
    9, 1980, Springfield,
    pp. 113—254
    The first two hearings were held in Fulton County where the
    subject facility is located
    Section
    40(a), Environmental Pro-
    tection Act
    (Act)
    ~.
    The third and fourth hearings were held in
    Springfield for the convenience of the parties and the Hearing
    Officer.
    The public was offered an opportunity to appear and
    testify.
    Few members appeared, none testified
    and
    there was no
    demand on the part of the public that the hearing be continued
    in Lewiston
    (111:3)
    40—175

    —2—
    Amax
    received permit denial letters on February 21 and
    March 10, 1980
    (Resp. Ex,
    1,
    2).
    The denials involve supplement-
    al permits required by Rule 201 of Chapter 4:
    Mine Related Pol-
    lution, effective May 23, 1972.
    The Board has since adopted a
    new Chapter 4 which supersedes the old Chapter
    4
    (R76-20;
    R77-l0;
    Orders of May 15 and July 24,
    1980; effective date August
    7,
    1980)
    Amax
    possesses NPDES permits for
    the
    subject facility.
    It
    will therefore be exempt from the state permit requirement.
    Chap-
    ter
    4 requirements will be written into an NPDES permit
    (Rules
    302 and 402).
    Under Rule 703, outstanding Chapter 4 permits will
    expire upon expiration of any NPDES permit for the facility or
    upon issuance of any
    permit under
    the new Chapter
    4.
    Whether the Agency erred jn denying the permit is governed
    by the old Chapter
    4.
    However,
    since the permit in question is
    no longer required this case is moot.
    The Board will therefore
    remand the permit to the Agency for reconsideration based upon
    the new Chapter
    4.
    Since
    it
    appears that
    an NPDES permit modifi-
    cation will be required,
    l½max will be authorized to submit such
    additional application
    forms
    as may be necessary.
    The issue in this case centers upon the construction of
    sedimentation basins by damming
    streams
    which may be waters of
    the State.
    Since the parties have invested considerable effort
    in arguing this question, the Board will consider it to give
    guidance on remand,
    The Board will address the question as
    a
    matter of interpretation of the new Chapter 4,
    since that is now
    the
    applicable regulation.
    This permit appeal concerns applications
    for
    Chapter 4 mining
    permits for the Sunspot surface coal mine operated by imax in
    Fulton County.
    The facility
    is
    contained within
    T.
    3,
    4
    and
    5 N.,
    R.
    1 E., and T.
    3
    and
    4
    N.,
    R.
    2 E.,
    4 PM
    (Pet.
    Ex.
    1).
    The facil-
    ity comprises three
    areas lying along a north—south line about
    eight miles
    long.
    Active mining takes place in the northern and
    central areas.
    The
    southern
    contains
    at
    least two inactive pits.
    Coal is transported from
    the
    northern and central mining areas to
    a preparation plant located
    in
    the southern area
    (Resp.
    Ex.
    1,
    Ex.
    B, Review Sheet).
    Drainage has historically been alkaline
    (Resp.
    Ex.
    1, Ex.
    B, IV.3.G.4j.
    Drainage from the northern area enters Francis Creek and
    that from the central and
    southern
    areas,
    Otter Creek,
    Francis
    Creek is tributary to
    the
    Spoon River approximately three miles
    northwest of the Ipava field,
    Otter Creek is tributary to the
    Illinois
    River approximately sixteen miles southwest of the
    preparation plant area,
    40—176

    —3—
    IPAVA FIELD
    The northern area
    is called the “Ipava Field.”
    It is
    largely
    contained within Secs.
    27,
    28, 29,
    32,
    33 and 34 of T.
    5 N., R.
    1
    E. in Sec.
    4,
    T.
    4 N.,
    R.
    1
    E.
    (Pet.
    Ex.
    1).
    Water in the Ipava Field is collected to the “Ipava basin,”
    or “Francis Creek Basin,”
    a thirty-two acre sediment basin formed
    by damming Francis Creek
    (1:10,
    36).
    The Ipava basin discharges
    via discharge point 003 to Francis Creek.
    Discharge point 003
    is
    situated in the NE
    ¼,
    NW
    ¼,
    Sec.
    27,
    T.
    5
    N.,
    R.
    1 E.
    (Pet.
    Ex.
    1).
    Amax possesses
    an NPDES permit for 003.
    The location of the
    discharge point in the permit
    is
    erroneous
    (1:141).
    On September
    28,
    1976 the Agency issued permit l972-MD—l673—OP-l.
    This permit
    added the Ipava field to the Sunspot mine.
    PCB 80-63 involves an
    application to modify
    this
    permit
    to add new areas to the east
    and
    west
    and
    the
    existing
    sediment
    basin
    in
    Francis
    Creek
    to
    the
    permit area
    (Resp.
    Ex.
    1,
    Ex,
    A, Log 8022-79,
    p.
    4).
    The watershed draining to 003
    is
    about 4500 acres, of which
    1100 is affected by mining and 1600 by row crops
    (1:36).
    Amax
    has presented discharge data which shows that its effluent from
    the Francis Creek basin is
    within
    applicable effluent standards.
    In addition the sediment basin reduces levels of some constitu-
    ents from those
    found upstream of the mining area
    (1:81).
    Upstream
    Downstream
    Sulfate
    133 mg/l
    111 mg/i
    TDS
    495 mg/i
    385 mg/l
    pH
    8.0
    8,1
    Iron
    2.9 mg/l
    2
    mg/i
    TSS
    57.6 mg/I
    28.4 mg/I
    NORTHEAST FIELD
    The central area of
    the Sunspot mine
    is referred to as the
    “Northeast Field.”
    The Northeast Field is largely contained
    within Secs.
    9,
    10,
    11,
    14, 15,
    16,
    21 and 22
    of
    T.
    4 N,
    R.
    1 E.
    (Pet. Ex.
    1).
    The Northeast Field is associated with existing
    discharge points
    002 and 004.
    In addition, there is
    a proposed
    discharge point 004.
    Most of the Northeast Field lies between the East and West
    Branches of Otter Creek which flow south and merge near the
    southern edge of the Northeast Field
    (Pet.
    Ex.
    1).
    Other areas
    40—177

    —4—
    of the
    field also lie to the east and west of the eastern and
    western branches,
    respectively.
    Discharge point 002 is associated
    with the West Branch and discharge points
    004 are associated with
    the
    East
    Branch.
    The drainage control system associated with 002 consists of
    a series of three basins:
    the first or upstream basin is located
    directly north of the pit in the N
    ½,
    Sec.
    9,
    T.
    4 N.,
    R.
    1 E.;
    this discharges to a second basin directly west of the active pit
    in the
    S
    ½,
    Sec.
    9;
    this discharges
    to the third,
    an abandoned
    incline directly
    south of the existing pit (1:23).
    The third
    basin
    discharges
    via
    002
    to
    the
    western
    branch
    of
    Otter
    Creek
    in
    the
    SE
    ¼,
    Sec.
    16,
    T.
    4 N.,
    R.
    1
    E.
    (1:23).
    The
    coal
    under
    the
    Western
    Branch
    has
    been
    mined
    in
    the
    vicinity
    of
    002
    (Pet.
    Ex.
    1;
    Resp.
    Ex.
    1, Ex,
    C, map 7903).
    Mining in the Northeast Field is proceeding from south to
    north.
    Natural drainage flows from the north toward the active
    mining in the south.
    An upstream diversion collects runoff from
    the unaffected area before it reaches the active mining area.
    The
    system of basins associated with 002 collect this upstream runoff
    and route it around the western side of the Northeast Field toward
    discharge point 002
    (1:103,
    134),
    Amax has no Chapter 4 permit for the Northeast Field
    (1:156).
    Discharge point 002 is authorized under a current NPDES permit.
    PCB 80-63 involves a request for a supplemental Chapter
    4 permit
    for the Northeast Field and for the treatment works associated
    with discharge point
    002,
    Situated on the eastern edge of the Northeast Field is
    existing discharge
    point 004
    which
    discharges to the East Branch
    of Otter Creek in the
    SE
    ¼,
    SW
    ¼,
    Sec.
    11,
    T.
    4 N.,
    R.
    1 E.
    This
    is
    a
    small
    settling
    basin which
    collects drainage from the unaf-
    fected area in the Northeast Field
    (1:46, Pet. Ex.
    1).
    Existing
    discharge 004 was constructed in response to negotiations with
    the Agency concerning permits for the Northeast Field
    (1:43).
    Existing discharge 004 is apparently authorized by a current
    NPDES permit
    (Pet.
    Ex.
    I).
    If the sedimentation basin associated with proposed discharge
    004 is constructed, the existing 004 will discharge to the new
    larger basin.
    PCB 80-64 deals with the proposed new sediment
    basin referred to as the “Otter Creek Basin.”
    This is to be
    formed by constructing a dam across the eastern branch of Otter
    Creek.
    The resulting sediment basin will discharge via 004 to
    the eastern branch of Otter Creek in the NE
    ¼
    of the NW
    ¼
    of
    Sec.
    22,
    T.
    4 N.,
    R.
    1 E.
    (1:11,
    40,
    43,
    94; Pet. Ex.
    1).
    This
    is apparently already covered by an NPDES permit
    (Resp.
    Ex.
    2,
    SD—l,
    IV.
    6.
    G.
    b).
    40—178

    —5—
    The proposed Otter Creek basin will last the life of the
    proposed mining activity on the east side of the Northeast Field
    and will collect runoff from the affected area, pit pumpage and a
    portion of the unaffected drainage
    (1:95).
    In addition to col—
    lecting drainage from the present active area between the East
    and West Branches, the Otter Creek Basin will collect drainage
    from the proposed mining activities to the east of the East 3ranch
    of Otter Creek
    (1:44),
    The watershed above 002
    is about 4000 acres.
    Twelve hundred
    acres are affected by mining and 2000 acres by row crops
    (1:23).
    At 002 Otter Creek is
    an intermittent stream
    (1:23,
    103,
    105, 151).
    The watershed draining to 004 is approximately 2900 acres.
    Four-
    teen hundred acres
    are affected by mining and 1300 by row crop
    cultivation
    (1:41,
    102)
    The Agency has objected to these figures as being inconsistent
    with the data presented in the application which recites that the
    total disturbed area tributary to 002 is 187 acres
    (Resp.
    Ex.
    1,
    Ex.
    C, Table 2.1).
    However, this figure refers to the area to be
    mined during the first one to two years.
    The figures cited by
    ~Axnaxrefer to the area to be ultimately mined in the watershed.
    These areas seem to be roughly those indicated on the map
    (Pet.
    Ex.
    1)
    *
    Amax has
    a long historical record of the composition of dis-
    charge
    002.
    It anticipates that the discharge from 004 will be
    similar
    (1:97).
    Background levels of 121 mg/l sulfate and 465
    mg/l total dissolved solids
    (TDS)
    are unaffected by the sediment
    pond.
    pH is about
    8.1 which is about the same as the upstream pH.
    Iron and total suspended solids
    are
    around 1.0 and 30 mg/i, re-
    spectively.
    These are about the same as the levels in the water
    entering the sediment basin from upstream (1:97,
    103,
    105).
    PREPARATION
    PLANT AREA
    The southern area of the Sunspot mine contains the preparation
    plant area (1:73;
    Pet.
    Ex,
    I).
    The preparation plant includes the
    inactive Vermont and
    Williams pits
    (Pet,
    Ex.
    1).
    On the maps the
    preparation plant area appears to be mined out.
    It is not clear
    if active mining presently takes place there.
    The preparation
    plant area is largely contained within Secs.
    32,
    33,
    34,
    35 and 36
    of T.
    4 N.,
    R.
    1 E.;
    Sec.
    31 of T.
    4
    N.,
    R.
    2 E.; Secs.
    6 and 7 of
    T.
    3 N.,
    R.
    2 E.; and Secs,
    1,
    2,
    3,
    4,
    5,
    9,
    10,
    11 and 12 of T.
    3 N.,
    R.
    1 E.
    Slurry from the preparation plant is piped to the slurry pond
    along with discharge from ancillary areas.
    The slurry pond ap-
    parently consists of an old incline and last cut pit.
    This over-
    40—179

    —6—
    flows to the
    “freshwater
    lake.”
    Makeup water is drawn from the
    freshwater lake.
    This discharges to a third pond prior to dis-
    charge into the South Branch of Otter Creek via discharge point
    001
    in
    the
    NW
    ¼
    of the SE
    ¼
    of Sec.
    3,
    T.
    3 N., R.
    1
    E.
    (Pet.
    Ex.
    1; 1:74).
    Discharge 001 is
    an
    intermittent
    discharge
    which
    occurs
    only in response to large precipitation events
    (Resp,
    Dx.
    1, Ex.
    A, Schedule ME).
    On December 22,
    1972 the Agency issued permit l972-MD-1673-OP
    to cover active mining in the Vermont pit and Williams pit.
    On
    the
    same
    date
    the
    Agency
    issued
    a
    one
    year
    permit
    l972-EA-1674-OP
    to
    cover
    the
    processing
    plant
    and
    related
    water
    circuit.
    This
    permit
    was
    renewed
    and
    replaced
    by
    permit
    l976-EB-l382-OP,
    issued
    September 22,
    1976, which expired September 22,
    1979.
    An issue
    in
    PCB
    80-63 involves renewal of this latter permit
    (Resp.
    Ex.
    1,
    Ex.
    A, Log number 8022-79, p.
    1).
    PERMIT DENIAL
    LETTERS
    On February 21,
    1980
    the Agency
    issued “permit denial B”
    from
    which
    Amax
    appeals
    in
    PCB
    80-63
    (Resp.
    Ex.
    1,
    Ex.
    A,
    last
    two pages).
    This permit denial resulted from the consolidation
    of three previous permit applications which had previously been
    denied.
    Amax then submitted additional information which led up
    to permit denial
    B.
    One reason for the denial of February 21, 1980 was the “in-
    formation must also be provided to indicate that the discharge
    from the slurry pond will meet the applicable Chapter 3 effluent
    standards prior to entrance into the freshwater lake.”
    This
    refers to the water circulation circuit in connection with the
    preparation plant.
    At the hearing the Agency agreed that Amax
    has now submitted sufficient information to satisfy this objection
    by reference to a previous variance
    (Amax v.
    IEPA, PCB 78—99;
    30
    PCB 553; June 22,
    1978),
    On March 10,
    1980 the Agency issued a denial letter concerning
    the proposed discharge 004 on the eastern branch of Otter Creek.
    This
    is a subject of PCB 80-64
    (Resp.
    Ex.
    2,
    last two pages).
    One
    reason for this denial concerns the failure of Amax to waive the
    Agency decision period provided by Section
    39(a) (4)
    of the Act.
    The parties have resolved
    this
    difference.
    The principal reason
    for denial as cited in both letters
    is
    essentially the same.
    The following is quoted from PCB 80-63:
    Part VI of Chapter 4 requires that discharges meet the ef-
    fluent standards before entrance to or mixture with the
    waters of Illinois.
    This Agency
    is of the opinion that
    40—180

    —7—
    the use of Francis Creek and Otter Creek as sedimentation
    ponds is prohibited by the Illinois Pollution Control
    Board.
    Information must be provided to indicate all dis-
    charges will meet the effluent standards of Chapter
    4
    prior to discharge into Francis Creek and Otter Creek.
    Section 39(a)
    of the Act requires that the Agency transmit to
    the applicant a specific detailed statement as to the reasons the
    permit application was denied.
    The effect of Section 39(a)
    is to
    limit the Agency to those grounds which are cited in the letter
    of denial (Environmental Site Developers v.
    IEPA,
    PCB 80-15;
    38 PCB 443; June 12, 1980).
    A fair reading of the denial letter is
    as follows:
    Amax must
    either submit additional information to convince the Agency that
    the proposed sediment ponds were not located within waters of the
    State or must submit additional information to indicate that dis-
    charges to the basins would meet the effluent standards prior to
    discharge.
    The Agency cannot expand the scope of the denial letter
    before the Board by offering additional reasons for denial.
    The
    Agency did not contend that the effluent standards will not be met
    at the discharge from Amax’s sedimentation basins or that there
    will be violations of the water quality standards downstream.
    ISSUE ON
    APPEAL
    Amax has spent considerable time seeking to demonstrate that
    the
    Agency
    in
    the
    past
    has
    issued
    permits
    for
    sediment
    basins
    lo-
    cated
    in natural waterways, in connection both with the Sunspot
    Mine and other facilities,
    In an appeal
    of a permit
    denial
    the
    issue is whether or not the permit applicant presented sufficient
    facts to the Agency to show that the facility in question will be
    constructed or operated so that there will be no violation of the
    Act or Rules
    Oscar
    Mayer v.
    IEPA, PCB 78-14,
    30 PCB 397;
    32 PCB
    243; June
    8 and December 14,
    1978; Peabody Coal Co.
    v.
    IEPA, PCB
    78-296,
    38 PCB 131, May 1,
    1980; Environmental Site Developers v.
    IEPA (supra).
    Section 39(a)
    does not allow issuance of permits
    in violation of the Act or Board rules.
    The
    fact
    that the Agency
    may have issued other permits based on erroneous interpretations
    of the law does not prevent the Agency from correcting its error
    and certainly does not control the Board’s interpretation of the
    law.
    However, the previous permit history for the facility in
    question is usually relevant.
    Amax has constructed the facilities involved in PCB
    80-63 with-
    out resorting to the permit applications required by Board rules.
    Amax cannot claim reliance on previous Agency interpretations such
    as that which the Board found in DuPont v.
    IEPA, PCB 79-106,
    August 21,
    1980.
    At some points Amax sought to introduce evidence which was
    not before the Agency when it considered the application.
    The
    40—18 1

    —8—
    Board has long held that the issue on appeal of a permit denial is
    whether the Agency erred and not whether new material which was
    not before the Agency persuades the Board that a permit should be
    granted
    tSoil Enrichment Materials v.
    IEPA, PCB 72-264,
    5 PCB 715
    (1972);
    Oscar Mayer, Environmental Site Developers,
    (supra).
    EXEMPTION FOR WASTE
    Amax has contended that mine runoff is beyond the Board’s
    jurisdiction because of language added to Section 3(ff)
    of the
    Act by PA 81-856, the definition of “waste”:
    Any
    garbage,
    sludge from a waste treatment plant,
    water
    supply
    treatment plant,
    or air pollution control facility or other
    discarded material, including solid, liquid, semisolid,
    or
    contained gaseous material resulting from industrial,
    com—
    mercial,mining and agricultural operations,
    and from community
    activities, but does not include
    ,
    .
    .
    any solid or dissolved
    material from a facility subject to the Federal Surface Mining
    Control and Reclamation Act of 1977 PL95-87 or the rules and
    regu1ati~iisadopted by the State of Illinois pursuant thereto.
    lEmphasis added
    This definition speaks of “garbage,”
    “sludge” and “other dis-
    carded material” which are regulated for the most part pursuant to
    Title V:
    Land Pollution and Refuse Disposal.
    Section 13(a) (3)
    of
    Title III of the Act authorizes the Board to adopt regulations pre~-
    scribing “standards for issuance of permits
    for construction, in-
    stallation, or operation of any equipment
    (or) facility
    *
    .
    .
    cap-
    able of causing or contributing to water pollution or designed to
    prevent water pollution or for the construction or installation of
    any sewer or sewage treatment facility or any new outlet for con-
    taminants into the waters of this
    State,”
    The term
    “waste”
    is not
    used in the grant of authority under Title III, which speaks of
    “contaminants,” regardless of whether they are “waste.”
    Board regulation under old Chapter
    4 is based in part on stat-
    utory authority from Title III:
    Water Pollution.
    The new Chapter
    4, effective August
    7,
    1980 is based exclusively on statutory
    authority pursuant to Title III.
    The Board has acknowledged that
    coal mines may no longer be subject to regulation under Title V:
    Land Pollution and Refuse Disposal.
    Board regulation of coal mine
    refuse disposal practices is now based solely on Title
    III
    (R76—20,
    R77—lO, Rule 101, Opinion of July 24, 1980,
    p.
    8).
    In this partic-
    ular case the sedimentation
    basins which are in dispute are treat-
    ment facilities which expressly fall under Section 13 of the Act.
    WATERS OF THE STATE
    Definitions of “waters” are found both in Section
    3 of the Act
    and in Rule 104 of Chapter
    3.
    These are incorporated by reference
    40—182

    —9—
    into both the old
    and
    new versions of Chapter
    4.
    In Chapter
    3 the
    underlined language has been added to the definition found in the
    Act:
    “Waters” means all the accumulations of waters, surface and
    underground, natural, and artificial, public and private,
    or
    parts thereof, which are wholly or partially within,
    flow
    through, or border upon the State of Illinois, except that
    sewers and treatment works are not included except as specif-
    ically mentioned; provided, that nothing herein contained
    shall authorize the use of natural or otherwise protected
    waters as sewers or treatment works except that in—stream
    aeration under Agency permit is allowable.
    As used in the Act and Chapter
    3 the definition of waters
    is
    broad.
    Francis
    Creek
    and
    Otter
    Creek
    are
    waters
    of
    the
    State
    up-
    stream
    of
    the
    points
    where
    Amax
    has
    or
    will
    dam
    them.
    Furthermore,
    they are waters of the State even upstream of the points where the
    Agency itself has suggested creating smaller impoundments.
    The
    Agency denied the permit in part because it believed deftu-
    ition of “waters”
    in Chapter
    3 includes language forbidding the use
    of waters of the State as
    a treatment works.
    Amax contends
    that
    the Board is without authority to modify the statutory definition
    of “waters.”
    The definition of “waters” found in the Act includes waters
    contained within sewers and treatment works.
    The Act authorizes
    the Board to impose water quality standards on waters found there-
    in.
    However, the Board in adopting the water quality standards
    of
    Part II of Chapter
    3 elected
    not
    to impose water quality standards
    on sewers and treatment works.
    Accordingly sewers
    and
    treatment
    works were excepted from the definition of “waters” used in Chap-
    ter 3.
    This exception is not a modification of the statutory
    definition, but rather is a limitation defining what portion of
    its jurisdiction over waters the Board is exercising in Chapter
    3
    (CIPS
    v.
    IEPA, PCB 73—384;
    11 PCB 677; March 28, 1974;
    36
    Ill. App.
    3rd 397, 344 NE 2d 229; Commonwealth Edison Co.
    v. IEPA PCB 73-
    248;
    13 PCB 69, July l8,I~~Y
    “Waters” as defined in the Act comprises the following compon-
    ents:
    “waters”
    as defined in Chapter
    3 and waters found in sewers
    or treatment works.
    All of these waters are within the Board’s
    jurisdiction.
    The question as to whether the water is
    a Chapter
    3
    water or, alternatively, water found in a sewer or treatment works
    does not go to the question of the Board’s jurisdiction.
    It deter-
    mines whether the water quality standards of Part II are applicable
    and determines the downstream limit for monitoring and application
    of the effluent standards to Part IV of Chapter
    3.
    The Agency contends that the Board has previously construed
    the definition of waters
    as
    a direct prohibition against placement
    40—183

    —10—
    of the treatment works within waters of the State
    (League of Women
    Voters
    v. North Shore Sanitary District, PCB 71-7,
    12,
    13 and 14,
    1 PCB
    369).
    This case actually involved application of Sanitary
    Water Board rules rather than Chapter
    3.
    The Board in later cases
    declined to find such
    a prohibition in Chapter
    3 in cases involv-
    ing use as cooling ponds
    of artificial lakes formed by damming
    streams
    CIPS
    v. IEPA, Commonwealth Edison Co.
    v. IEPA,(supra).
    The denial letters state
    in addition that Amax failed to demon-
    strate compliance with the effluent standards prior to discharge to
    waters of the State.
    Rule 605 of new Chapter
    4 requires that
    mine
    discharges not cause violation of water quality standards.
    Rule
    602 requires that samples to determine compliance with the effluent
    standards be taken prior to mixing with waters of
    the
    State.
    Amax has demonstrated that various federal and state regulations
    require or encourage the use of sedimentation basins.
    Rule 608 of
    the new Chapter 4, which became effective August
    7,
    1980, requires
    the use of sedimentation ponds.
    As the term sedimentation pond was
    used by regulatory authorities and the coal mining industry at the
    time of adoption of Chapter
    4,
    it included basins formed by damming
    a stream or ravine
    (Pet,
    Ex.
    5)
    .
    In
    requiring sedimentation ponds
    in Rule 608 of new Chapter
    4,
    the Board did not expressly intend
    that they be limited to perched ponds or other facilities which are
    not formed by damming a stream or ravine.
    These particular sedi-
    mentation ponds in intermittent streams fall within the exception
    for treatment works
    in Rule 104 of Chapter
    3 and are not “waters
    of the State.”
    In adopting this holding the Board does not intend that there
    should be no limit on the acceptable size of streams which may be
    dammed or the amount of upstream drainage from unaffected areas
    which they may receive.
    The Board will decide
    this
    on a case-by-
    case basis.
    The Board notes that the effluent standards of Rule
    606
    of new Chapter
    4 contain an exception for discharges resulting
    from 10-year, 24-hour precipitation events.
    This effectively re-
    quires sedimentation ponds to be designed to contain the runoff
    from a slightly smaller
    precipitation event.
    For larger streams it
    will be impracticable to contain such a
    rainfall
    and
    meet the
    ef-
    fluent standards.
    In various meetings held before
    the
    permit denials, the Agency
    suggested diversion of upstream drainage and
    the
    construction of
    smaller sediment basins further upstream than those proposed
    by
    Amax (1:24,
    30,
    40,
    42).
    Amax objected to the expense and loss of
    reserves this would entail
    (1:32,
    40,
    44),
    The Agency’s proposals
    would involve more disturbance and would not last the life of the
    proposed mining activity
    (1:44, 93).
    Small settling basins have
    insufficient detention time to be effective for sediment control
    (1:93).
    Amax cannot consistently meet the effluent standards with
    small basins
    (1:100)
    .
    Amax believes its proposal is more effectiv3
    in improving water quality
    (1:94).
    The Board has not addressed
    the alternative methods of compliance.
    40—184

    —11—
    The
    Agency
    has
    authority
    to
    regulate
    surface drainage by
    permit
    condition
    under
    Rule
    505
    of
    the
    new
    Chapter
    4.
    Rule
    604
    prohibits
    dilution
    of
    effluents,
    provides
    for
    recomputation
    of
    concentrations to correct for dilution and authorizes the Agency
    to require segregation of wastestreams.
    Similar authority exists
    in old Chapter 4 and in Rule 401 of Chapter
    3.
    This holding in
    no way limits the Agency’s authority to review the permit applica-
    tion and impose such permit conditions as may be necessary or re-
    quired to accomplish the purposes of the Act.
    On remand
    the
    parties may be able to agree to an acceptable combination of
    upstream diversion,
    small and large basins, and pretreatment of
    aggressive waters.
    If not, any issued permit will be appealable
    to the Board.
    On November 6,
    1980 the Illinois Coal Association
    (ICA)
    filed
    an amicus brief supporting reversal of the permit denial.
    On
    November 12, 1980 the Agency filed a motion to strike the brief.
    On November 20,
    1980 the ICA filed a motion
    for leave to file the
    amicus brief and a supporting memorandum.
    The motion to strike
    is granted.
    On December 15,
    1980 the Agency filed a motion for
    extension of time, until thirty-five days after
    the
    date of this
    Opinion, in which to file a motion for reconsideration of the
    Board’s December 4, 1980 Order.
    The motion is granted.
    This Opinion, supplementing the Board’s Order of December
    4,
    1980,
    constitutes the Board’s findings of fact and conclusions
    of law in this matter.
    I, Christan L.
    Moffett, Clerk of the Illinois Pollution
    Control Board, hereby certify that the above Opinion was adopted
    on the
    j ~
    ~
    day of
    ~
    1980 by a vote of
    Christan L.
    Noffett, C~k~’
    Illinois Pollution Control Board
    40—185

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