ILLINOIS POLLUTION CONTROL BOARD
February
 4,
 1988
HOWARD P.
 SPURGEON d/b/a HIGHVIEW
ESTATES SUBDIVISION,
Petitioner,
v.
 )
 PCB 87—111
ILLINOIS ENVIRONMENTAL PROTECTION
AGENCY,
Respondent.
FREDERICK D. BERRY,
 P.E., OF AUSTIN ENGINEERING CO.,
 INC., AND
HOWARD
 S.
 SPURGEON APPEARED ON BEHALF OF THE PETITIONER.
KATHLEEN BASSI APPEARED ON BEHALF OF THE RESPONDENT.
OPINION AND ORDER OF THE BOARD (by J. Marlin):
This matter comes before the Board on
 a Petition which was
originally filed by the Petitioner on July 31,
 1987.
 In response
to two Orders
 by the Board,
 the Petitioner subsequently filed
 an
Amended Petition on September
 16,
 1987 and a second Amended
Petition on October
 13, 1987.
 The Petitioner
 is seeking variance
from 35
 Ill. Adm. Code 304.120(c), Deoxygenating Wastes,
 for
 a
period of two years after the completion of a new sewage
treatment plant which will replace the existing sewage treatment
plant that
 is currently owned and operated by the Petitioner.
During the requested variance period, the Petitioner has proposed
to be subject to standards of
 20 mg/i for BOD5 and
 25 mg/l
 for
suspended solids.
 On December
 3,
 the Board granted the Illinois
Environmental Protection Agency’s
 (Agency) motion
 to file the
Agency’s Recommendation Instanter.
 Since the Petitioner waived
his right
 to
 a hearing and no person filed an objection to the
variance request, no hearing was held
 in this matter.
The Petitioner owns and operates
 a sewage treatment plant
which serves the Highview Estates Subdivision located
 in Tazwell
County.
 The plant treats the sewage from 180 single family
residences.
 The average daily flow to the sewage plant
 is
approximately 63,000 gallons per day.
 (Am.
 Pet.
 p.
 1—2).
 The
Agency asserts that the design average flow
 (DAF)
 for the
existing plant
 is 0.045 mgd.
 The existing plant consists of
 a
Smith and Loveless package extended aeration plant
 followed by a
1.2 acre lagoon.
 According to the Agency, chlorination
facilities are present but have not worked
 for several years.
The effluent from the existing facility
 is discharged to Fon du
Lac Creek, which
 is
 a tributary to Farm Creek which
 in
 turn is
 a
tributary to the Illinois River.
 (Ag.
 Rec. p.
 1).
 Petitioner
claims that the existing plant
 is hydraulically and organically
86—75
2
undersized and cannot meet the requirements of
 Section
304.120(c).
 Consequently,
 the Petitioner
 is pursuing the option
of building
 a new treatment
 facility.
 (Am. Pet.
 p.
 3).
 Section
304.120(c)
 imposes
 a 10/12 BOD5/SS standard upon the Petitioner’s
existing facility.
 Also,
 after
 the Petitioner builds his new
plant, he will still
 be subject
 to the 10/12 standard.
 According
to the Petitioner,
 land in the area is not available for him to
construct
 a third stage treatment lagoon which would qualify him
for
 a lagoon exemption under Section 304.120.
 (Am.
 Pet.,
 p.
 6).
Such an exemption would impose standards of 30/37 for BODç and
suspended solids, respectively.
 The Agency agrees with
 tFie
Petitioner
 that
 a new treatment plant should
 be constructed
 in
order
 to meet the 10/12 standard.
 (Ag. Rec.,
 p.
 3).
 However, the
Agency disagrees,
 to
 a certain extent, with the Petitioner with
regard to what the new facility should include.
The Petitioner wishes
 to construct
 a larger 24—hour extended
aeration activated sludge treatment plant without sand filters.
(Am.
 Pet. p.
 3).
 After construction of the new plant,
 the lagoon
would be used merely as
 a place
 to store excess flow to
 the
treatment plant.
 The Agency states that its experience has
indicated that extended aeration plants will not consistently
meet the 10/12 standard when no sand filters are utilized.
 (Am.
Rec.,,
 p.
 3).
 The Petitioner disagrees and states that he should
be given
 the opportunity
 to demonstrate that the new treatment
plant would provide effluent of the quality which would meet the
10/12 standard even without sand filters.
 The Petitioner plans
to utilize
 the existing treatment plant until the new treatment
plant was constructed.
 Then,
 for
 a period of approximately one
year, the effluent from the new treatment plant would be
monitored and tested
 so
 as
 to determine whether the new treatment
plant was
 in compliance with the 10/12 standard.
 The Petitioner
estimates that sand filters would increase the cost of the new
plant by $75,000
 to $100,000.
 (Ag. Rec.,
 p.
 3—5).
 Although the
Agency does believe that sand filters are necessary,
 it claims
that
 in this specific case “it
 is prudent to provide a period of
operation
 of
 the new treatment plant
 without filters
 to assess
 plant performance
 in terms of compliance with final limits.
Therefore,
 to require filters immediately imposes an unreasonable
and arbitrary hardship.”
 (Ag. Rec.
 p.
 4).
The permit under which
 the Petitioner
 is operating requires
that the effluent of the treatment plant meet the 10/12
standard.
 According to the Agency,
 the Petitioner’s facility
currently does not meet these requirements.
 The current permit
was issued on March
 19,
 1986 and expires on April
 1,
 1991.
 The
Agency believes that the Petitioner’s proposed compliance
schedule
 is reasonable and that the Petitioner should begin
construction on the new plant this spring.
 (Ag. Rec.,
 p.
 3).
With regard to environmental quality, the Agency states that
the new treatment plant, even when discharging directly to the
receiving stream, will greatly improve
 the Petitioner’s effluent.
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3
The Agency states that
 it may be possible for the Petitioner to
produce an effluent which would be
 in compliance with the 10/12
standard.
 The Petitioner agrees with the Agency that
 a
noticeable improvement
 in
 the quality of the effluent
 is
anticipated upon completion of the new treatment plant.
 (Ag.
 Rec.,
 p.
 3).
 Also the Petitioner emphasizes that the existing
treatment plant will remain
 in full operation until the
completion of the new treatment plant.
 (Am.
 Pet.
 p.
 5).
In the second Amended Petition, the Petitioner
 sets forth
effluent data taken from September 1986 to 1987.
 The Petitioner
presents
 three sets of data:
 one tested by the Petitioner
himself;
 another
 by Daily
 & Associates,
 which
 is
 a testing
laboratory;
 and the third
 is data taken by the Agency.
 The
Agency states that its data should
 be the only set relied upon by
the Board since,
 unlike the other
 two sets of data,
 the Agency’s
data
 is generated
 from the testing of effluent out of the lagoon
as
 it empties into the Fon du Lac Creek.
 The data gathered by
Spurgeon and Daily
 & Associates apparently was taken out of the
effluent from the existing
 treatment plant but prior
 to its
entering the lagoon.
 The Agency claims that the lagoon actually
degrades the water that
 it receives before
 it
 is
 in turn
discharged
 to Fon du Lac Creek.
 The Agency also states that
prior
 to August 1986, the Petitioner did not use approved
laboratory analytical procedures in testing the effluent.
 (Ag.
Rec.
 p.
 2).
 The Agency’s data as set forth
 in the Second Amended
Petition clearly indicates that the existing treatment plant has
been operating in great excess of the 10/12 standard.
 The
Petitioner estimates that the overall cost of
 a new treatment
plant would be approximately $300,000.
 Consequently,
 the
additional cost of sand filters would increase the total
construction cost by as much as 33 percent.
 Since the Agency
believes that
 it may be possible
 for the Petitioner
 to achieve
compliance with the 10/12 standard without using the sand
filters,
 the Board believes that
 it would
 be reasonable to allow
the Petitioner
 to operate its new treatment plant
 on a trial
basis without the sand filters.
 Given all these circumstances,
the Board
 finds that the denial of
 a variance,
 in this instance,
would cause an arbitrary or unreasonable hardship upon the
Petitioner.
After reviewing the conditions recommended by the Agency,
the Board
 will grant the variance subject to conditions which are
substantively the same as found
 in the Agency’s recommendation.
Essentially,
 the schedule of compliance set forth
 in the Order
reflects the time frames for compliance which the Petitioner
proposed
 in the Amended Petition.
Since the Petitioner’s current permit contains effluent
 limits of 10/12
 for BOD5 and SS, the Board will provide
 relief
from Section 304.141(a),
 as recommended
 by the Agency.
 Section
304.141(a)
 states that no person shall discharge an effluent
which has concentrations
 in excess of
 the standards and limits
86—77
4
set forth
 in the person’s NPDES permit.
 The Petitioner will
 be
subject
 to effluent limits as set forth
 in the conditions of this
variance.
This Opinion constitutes the Board’s findings of fact and
conclusions
 of law in this matter.
ORDER
The Board hereby grants Howard
 P.
 Spurgeon d/b/a Highview
Estates Subdivision
 (the Petitioner) variance from 35
 Ill. Mm.
Code 304.120(c) and 304.141(a)
 subject
 to the following
conditions:
1)
 This variance shall expire on August
 1,
 1990 or when the
Petitioner achieves compliance with Section 304.120(c),
whichever occurs first.
2)
 The Petitioner shall comply with the following schedule:
a)
 ITEM
 COMPLETION DATE
Submit permit application
 to
the Agency for the construction
of
 a 24—hour extended aeration
activated sludge treatment
plant without sand filters
(Phase
 I)
 as described in the
Amended Petition for Variance.
 February 21,
 1988
b)
 Initiate construction of
Phase
 I.
 May
 1,
 1988.
c)
 Complete construction
 of
Phase
 I.
 November
 1,
 1988.
d)
 Sample and test effluent
of Phase
 I
 for
 five day
biochemical oxygen demand
 November
 1,
 1988
 to
and suspended solids.
 November
 1,
 1989
e)
 Submit permit application
for construction of sand
filters (Phase
 II)
if needed.
 January
 1, 1990
f)
 Initiate construction of
Phase
 II facilities,
 if
needed.
 April
 1,
 1990
86—78
5
g)
 Complete construction of
Phase
 II
 facilities,
 if
needed, and meet final
effluent limits of 10 mg/i
BOD5 and
 12 mg/l TSS.
 August
 1,
 1990.
3)
 All treatment facilities shall
 be built
 in accordance with
plans and specifications as approved by the Agency.
 Any
deviations from the approved plans and specifications must be
approved
 in writing by the Agency.
4)
 During the term of the variance, Petitionerts discharge from
the Highview Estates Subdivision shall meet the following
effluent limits:
PARAMETER
 MONTHLY AVERAGE
 DAILY MAXIMUM
BOD;
 (mg/I)
 20
 40
SS ~mg/l)
 25
 50
Petitioner shall meet all other effluent limits contained in
its NPDES permit.
5)
 Petitioner
 shall sample, analyze, and report
 all parameters
contained
 in
 its NPDES permit based upon weekly sampling.
Samples shall be representative of the effluent being
discharged to the receiving stream, irrespective of which
treatment units
 are being used.
6)
 Sample types
 used shall
 be those stated in the Petitioner’s
NPDES permit.
7)
 Petitioner
 shall at all times produce the best effluent
possible and shall complete construction
 of the various units
as quickly as possible.
8)
 Petitioner
 shall submit a certificate
 of acceptance to the
Agency within 45 days of the date
 of this variance to:
Illinois Environmental Protection Agency
Division of Water Pollution Control/Compliance Assurance
Section
2200 Churchill Road, P.O. Box 19276
Springfield,
 IL 62794—9276
Attention:
 James
 Frost
86—79
6
The form of this certificate of acceptance shall
 be as follows:
CERTIFICATION
_____________________________________ (Petitioner), hereby
accepts and agrees
 to
 be bound by all terms and conditions
 of the
Order
 of the Pollution Control Board
 in PCB 87—111, dated
February 4,
 1988.
Petitioner
Authorized Agent
Title
Date
Section 41
 of the Environmental Protection Act,
 Ill. Rev.
Stat.
 1985 ch.
 111 1/2
 par.
 1041, provides for appeal of final
Orders of the Board within
 35 days.
 The Rules
 of the Supreme
Court of Illinois establish filing requirements.
IT
 IS SO ORDERED.
I, Dorothy M. Gunn,
 Clerk of the Illinois Pollution Control
Board, hereby ce4~Jdythat the abov
 Opinion and Order was
adopted on
 the
 _______
 day of
_________________,
 1988,
 by
 a vote
Dorothy M. Gunn,
 Clerk
Illinois Pollution Control Board
86—80