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.
86—76
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