ILLINOIS POLLUTION CONTROL BOARD
    May 27, 1982
    WILDCAT #2, a Texas Limited Partnership,
    and THE VILLAGE OF BENSENVILLE,
    )
    Petitioners,
    V.
    )
    PCB 82—25
    ILLINOIS ENVIRONMENTAL PROTECTION AGENCY,
    )
    Respondent.
    MESSRS. JAMES A. GEOCARIS, ROBERT W. GETTLEMAN, AND JEFFREY B.
    SCHAi~1I~,
    D’ANCONA & PFLAUM, APPEARED ON BEHALF OF PFTITIONER, WILDCAT #2.
    MRS. WILMA BARTUNEK, VILLAGE ADMINISTRATOR, APPEARED ON BEHALF OF
    THE VILLAGE OF BENSENVILLE.
    MS. MARY E. DR~tKEAPPEARED ON BEHALF OF THE ILLINOIS
    ENvIRoNMENTAr~
    PROTECTION AGENCY.
    OPINION AND ORDER OF THE BOARD (I. Goodman):
    On March 12, 1982 Wildcat #2, a Texas Limited Partnership
    (Wildcat), filed its petition for variance for sewer connection
    before the Board. On May 18, 1982 the Village of Bensenville
    (Bensenville) filed its appearance as co—petitioner herein. The
    petitioners request variance from Rules 951, 952, and 962 of
    Chapter 3: Water Pollution and from Sections 12 and 39 of the
    Illinois Environmental Protection Act (Act) to allow the con-
    struction and operation of a sewer extension to serve a proposed
    office building on a 4.4 acre site in the northern part of the
    Village of Bensenville in north DuPage County about two miles
    west of O’Hare Airport. Hearing was held in this matter on May
    13, 1982. There was no citizen testimony at the hearing and the
    Board has received no public comment in this matter. On May 12,
    1982 Wildcat filed a Motion For Expedited Consideration. That
    motion is hereby granted.
    Wildcat proposes to construct an office building of approx-
    imately 73,000 square feet at a cost of $3 million. Construction
    of the building will employ approximately 120 workers and should
    be completed by March of 1983 and the building totally occupied
    early in 1984. The proposed facility will provide office space
    for approximately 225 employees and generate a gross rental
    47- 161

    2
    income of approximately $1 million a year. The proposed facility
    will discharge approximately 3,700 gallons of sewage a day into
    the Bensenville sewer system. That system contains two separate
    facilities, one located in the southeastern portion of the vil-
    lage (south plant) which serves most of the village, and smaller,
    newer system in the northern part of Bensenville (north plant)
    which serves, for the most part, an industrial park. Wildcat’s
    proposed facility would be tributary to the north plant.
    The north plant was constructed in 1971 with a design average
    flow of 0.4 mgd. Discharge is to an unnamed ditch, tributary to
    Willow Creek and the Des Plaines River. Discharge Monitoring
    Reports for the north plant in 1981 indicate a few minor excursions
    and an average flow of 0.55 mgd or 138 of design average flow.
    As a result the Illinois Environmental Protection (Agency) issued
    a notice of pending restricted status in January 1982. The south
    plant, on the other hand, has a design average flow of 4.0 mgd and
    appears to be not yet loaded to capacity. Bensenville plans to
    construct a new sewer main and other allied improvements in order
    to divert 0.2 to 0.3 mgd from the north plant to the south plant
    and to provide capacity for 0.7 mgd of new sewage for future
    construction in the northern area of Bensenville. Bensenville
    expects to receive permits from the Agency for construction and
    operation of Phase I of the improvements by September of 1982 and
    have the Phase I improvements in operation of May 1983 (Ex. D,
    Stipulation of Facts). Wildcat’s new facility is included in the
    Phase I improvements. The discharge from Wildcat’s proposed
    facility will flow to the north plant until Phase I improvements
    are in operation. After Phase I operation begins the sewage will
    flow to the south plant. The Village of Bensenville alleges, and
    has undertaken a study to prove, that the north plant could be
    rated at 0.55 mgd rather than the current rating of 0.4 mgd. This
    study, however, has not yet been completed.
    Wildcat’s construction financing is contingent upon the
    issuance of permits for both construction and operation of the
    building’s sewer connection without conditions by June 1, 1982.
    The Agency, however, has determined that it would issue a con-
    struction only permit which has been rejected by Wildcat~s lender.
    Wildcat alleges that denial of the proposed variance or any
    condition placed on its operating permit would result in a loss o~
    the current financing for the proposed facility. This would cause
    a delay in the construction of the proposed facility resulting
    in the loss approximately $1 million in annual rental income.
    Bensenville alleges that denial of the variance will result in a
    loss of considerable benefits to the public and the Village in-
    cluding a loss of 120 construction jobs and the delay of permanent
    office jobs for about 225 workers. Bensenville cites the high
    rate of unemployment, particularly in the construction industry,
    that presently prevails. In addition, there would be a loss of
    property tax revenues of about $50,000 annually. Wildcat has alse
    agreed to contribute $85,000 to Bensenville’s public sewer system
    as a part of its proposed facility.
    47-162

    3
    The proposed addition of 3,700 gallons per day of sewage to
    the north wastewater plant constitutes about 0.65 of the total
    flow. The north plant is currently experiencing little or no
    problem in handling the flow directed to it. In addition it is
    alleged that the proposed facility will produce no sewage until
    April of 1983 and probably will not produce a significant flow
    until the end of that year. Before the end of 1983 the sewage
    flow from the proposed facility will be diverted to the south
    plant which resolves any potential environmental problem.
    The Village of Bensenville has formally agreed to undertake
    the responsibility of constructing the sewer improvements as
    stated regardless of the status of Wildcat’s proposed facility
    or any contribution from any entity (R. 66).
    The Agency recommends grant of the variance from Rules 951,
    952 and 962 of Chapter 3 subject to certain conditions. The
    Agency also recommends that variance from Sections 12 and 39 of
    the Act he dismissed as unnecessary. The Board agrees. The
    record indicates that the probability of environmental harm if
    this variance is granted is extremely small. Neither sewer
    problems nor problems with the treatment plant are at issue in
    this case. The north plant may or may not be hydraulically
    overloaded. The overload problem, if real, will be corrected at
    approximately the same time the facility begins its discharge.
    Balancing the low probability of environmental harm and the
    Village’s commitment to expedite flow diversion to the north
    plant against the loss of income to Wildcat and the current need
    for jobs under the prevailing economic and unemployment condi-
    tions in the area, the Board finds that it would be an arbitrary
    and unreasonable hardship to deny the proposed variance.
    The Board shall therefore grant variance from Rules 951, 952
    and 962 of Chapter 3 in order to allow the issuance of construction
    and operating permits to Wildcat for the purpose of constructing
    its proposed facility in Bensenville. In addition the Board will
    order Bensenvili.e to execute the schedule for completion of the
    sanitary sewer system improvement as submitted to the Board in
    Exhibit E to the Stipulation Of Facts filed on May 18, 1982. This
    schedule was approved by the Board of Trustees of the Village of
    Bensenville by Resolution dated May 20, 1982 and was filed before
    the Board on May 24, 1982.
    This Opinion constitutes the findings of fact and conclusions
    of law of the Board in this matter.
    ORDER
    1. Wildcat #2, a Texas Limited Partnership, is hereby
    granted variance from Rules 951, 952 and 962 of Chapter 3: Water
    Pollution of the Board’s regulations for the purpose of the
    issuance of permits to construct and operate a sewer connection
    tributary to the Bensenville, Illinois sewer system for a proposed
    office facility located at Thorndale Avenue and Illinois State
    Highway 83 in the Village of Bensenville, DuPage County, Illinois.
    47-163

    4
    2. The Village of Bensenville shall execute the
    completion schedule for the sanitary sewer improvements contained
    in paragraph F, page 2 of the Agency’s amended recommendation
    dated May 18, 1982 pursuant to Exhibit B of the Stipulation Of
    Facts filed May 18, 1982, both of which documents are hereby
    incorporated by references as if fully set forth herein.
    3. Variance from Sections 12 and 39 of the Illinois
    Environmental Protection Act are hereby denied as unnecessary.
    4. Within forty—five days of the date of this Order,
    Petitioners shall execute and forward to the Illinois Environmental
    Protection Agency, 2200 Churchill Road, Springfield, Illinois
    62706, a Certificate of Acceptance and Agreement to be bound to
    all terms and conditions of this variance. This forty—five day
    period shall be held in abeyance for any period this matter is
    being appealed. The form of the certificate shall be as follows:
    CERTIFICATE
    I, (We),
    ,
    having read
    the Order of the Illinois Pollution Control Board in PCB 82-25,
    dated ________________________________, understand and accept the
    said Order, realizing that such acceptance renders all terms and
    conditions thereto binding and enforceable.
    Petitioner
    By: Authorized Agent
    Title
    Date
    IT IS SO ORDERED.
    I, Christan L. Moffett, Clerk of the Illinois Pollution
    Control Board, hereby certify that the above Opinion and Order was
    adopted on the ~2~7~day of
    ~--~
    ,
    1982 by a vote of
    Ch±istan
    ~
    L. Moffett,
    / F/~4~HT/~,
    ,~erk’
    Illinois Pollution Control Board
    47- 164

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