ILLINOI3 POLL~JTID~CO~T~DLBOA.RD
October
15,
1987
IN THE MATTER OF:
PROP3SMJ OF WESTERN
ILLINOIS POWER
COOPER;TIVE,
INC.,
FOR SITE—SPECIFIC
)
R85—26
AMEND~1ENTOF THE WkTER POLLUTION
R~GULkTIONS
OPINION ~ND ORDER OF THE BOARD
(by R.C.
Flemal):
This matter
comes before the Board
uoon
a Petition
for
Amendment
of Regulation
filed
by Western Illinois Power
Cooperative,
Inc.
(“~I?CO”) on October
24,
1985.
~I?CO
~roposes
the addition of
the following rule
to
35 Ill.
Adm.
Code, Title
35, Part
304:
This section
a’Dplies
to an existing facility
of
Western Illinois Power Cooperative,
Inc.
at Pearl
Station, Pike County,
which discharges
at river mile
42.7.
Such discharges
shall
not be
subject
to the
effluent standards
of
35 Illinois ~dministrative
Code
304.125 until discharges
from the ash pond
and the
once through cooling water
have been combined
to
permit pH neutralization
in
the condensor
cooling
water
canal
and prior
to discharge into
the Illinois
River.
Section 304.125 s~ecifiesthat effluent discharges must have
a pH within the range of
6
to
9.
Adoption
of
the proposed rule
would
therefore provide
that the individual
discharges
to WIPCO’s
condensor
cooling water
canal would
not separately
need
to fall
within
this specified pH
range, but rather
that. only after
commingling would
the
6
to
9 limitation
be
applicable.
For
the reasons described more
fully
below,
the Board denies
the
relief requested by WIPCO because
there
is
insufficient
information presented
on
the environmental imoact
on the
receiving waters from the commingling
of WIPCO’s
ash pond
effluent and
the condensor
cooling water,
and because
the
requested relief
is
incompatible with federal
and state
law.
PROCEDURAL HISTORY
Hearing was held on March
17, 1986,
at Jacksonville,
Illinois.
Testimony was presented by Mr. Donald
B.
Bringinan and
Mr. Richard
D.
Johannes
on behalf
of WIPCO.
WIPCO
filed
a post—hearing
brief
(“Brief”)
on April
29,
1986.
On June
3,
1996,
the Hearing Officer
issued
an Order
82—345
requesting
that WIPCO and the Illinois Environmental Protection
Agency (“Agency”)
address the relevancy
to
the instant matter
of
the findings contained
in the Board’s May
30,
1986,
Opinion and
Order
in Electric Energy,
Inc.
v.
Illinois Environmental
Protection Agency,
POB 85—171.
The Agency filed
a resQonse brief
and recommendation
(“Rec.”)
on June
9,
1986, which,
among
other
matters, addressed
this issue.
The Agency recommends
that the
proposed amendment
be denied.
WIPCO filed
a reply brief
(“Reply”)
on July
14,
1986.
On February 25,
1987,
the Illinois Deoartment
of Energy and
Natural Resources
(“Department”)
filed
a motion requesting
that
the record
in
this matter
be re—ooened and that the document
“Western Illinois Power Coooerative,
Inc.
1985 Annual Report”
be
s~b-niLtedinto
the record.
By Order
of March
5,
1987,
the Board
granted
the motion.
On May 22,
1987,
the Department issued
a
“negative declaration”
in this matter.
The Economic and
Technical Advisory Committee concurred
in the Department’s
determination on June
22,
1987.
BACKGROUND
WIPCO
is
a not—for—profit corporation organized
to generate
and transmit electrical energy
to
its seven members, each
of
which
are also not—for—profit
corporations who distribute
electricity
to 44,000
rural consumers
in
a
22 county area
of west
central
Illinois
(R.
at
20—1).
WIPCO currently has three generating facilities
to suooly
part
of
the electrical
energy requirements
for
its members.
The
main generating facility,
the Pearl
Station plant,
is the subject
of
the instant matter1.
It
is
a coal—fired plant placed
in
operation
in
1967 with
an anticipated
life of
40 years
(R.
at
23).
It
is located along
the Illinois River one—half mile south
of Pearl, Pike County,
Illinois
(R.
at
22).
It
is
a 22—megawatt
coal—fired
steam electric facility supplemented with
a 22—
megawatt gas turbine generator.
The coal—fired
unit
is use~ on
a
regular basis
to meet base load needs
of the cooperative’s
members;
the gas turbine
is used generally to meet
system peak
load requirements
or emergencies
CR.
at
23).
Water
is drawn
into
the plant from the Illinois River,
the
primary use of which
is once—through condensor cooling water.
The once—through condensor
cooling water
is returned
to the
Illinois River by way of
a discharge canal
that was constructed
1 The other
two generating
facilities
are diesel generating
facilities
at Pittsfield
and Winchester,
Illinois,
that
are used
only to provide oeak energy and emergency energy
(R.
at
22).
82—346
—3—
by
vJIPCO when the plant was built
(R.
at 23—4).
The canal
is
approximately 330
feet
long,
35 feet wide,
and
12 feet
deep.
Water
in
the canal
is generally 10
feet below
the top
of the bank
of
the canal
(R.
at 23—4), thereby presumably oroducing
a water
depth of
2 feet
(Rec.
at
3).
Also
at the plant
site
is
an ash pond caoable
of containing
approximately 33 million gallons of discharge from the plant.
Discharge
to
the ash pond
consists
of bottom
ash and
fly ash
sluice water plus discharge from
a wet scrubber
(R.
at 24—5).
The
pH of
the ash pond waters
is
aooroximatelv 2.7,
due largely
to the
acidic nature
of
the wet scrubber discharge
(Brief
at
4).
Since 1976
discharge from the a~h oond
has been
directed
into
the canal, where
it mixes with the condensor
cooling water
before entering the Illinois River.
The entry ooint
of the ash
pond discharge
is approximately
75 feet from the head
of the
condensor
cooling water
canal
and 225 feet
from the mouth of the
canal
(R.
at
28).
Of
the
22 million gallons
per day
(“MGD”)
average discharge from the canal
to the river, aooroximately
23
MGD
is condensor cooling water,
1.9 MGD
is wet scrubber
discharge,
and 0.1 MGD
is fly
ash and bottom ash sluice water
(R.
at 30—1).
Pursuant
to
an NPDES oermit initially
issue3
in
1977,
WIPCD
has been able
to monitor
effluent pH
at
the juncture of the
canal
with the Illinois River,
rather
than
at
the
point where
the ash
pond discharges
into the canal.
A practical
aspect
of this
feature
of
the oermit
is that
it allows
for
the ash pond
discharge
to mix with and
be neutralized
by
the condensor cooling
water.
A further
practical asoect
is that the large volumes
of
the condensor cooling water
cause the discharge from the canal
into
the Illinois River
to have
a PH within
the 6.0
to 9.0 range
(Ex.
9 and 10) required by regulation without
the necessity of
WIPCO oroviding any treatment
to
the
ash pond discharges other
than
as provided by the mixing.
On t~ovember 27,
1979, WI?CO submitted
an
ao’Dlication
for
renewal
of
its NPDES permit, which was
to expire on June
25, 1980
(R.
at
23).
A final NPDES permit was
issued
on September
30,
1985,
the provisions
of which
do not
allow Petitioner
to continue
monitoring
pH
after
mixing
of
the ash pond
effluent and the
condensor cooling water
in the canal.
Rather,
the new permit
requires that
the
oH of the ash pond discharge
be between
6.0 and
9.0 without allowance
for mixing
(Id).
The Agency decision
to
alter
the permit
is based
on the contention
that the federal
regulations were amended
in 1982
in such
a manner
as
to no
longer
allow the
tyos the mixing which
is
the subject of the instant
matter.
This permit is currently
on appeal before the Board
in
the P03 85—164 proceeding.
82—347
—4—
ENVIRONMENTAL IMPACT
It
is
the Agency’s belief that the commingling
of the ash
pond effluent and
the condensor
cooling
water
would result
in
total
suspended solids
(“TSS”)
far
in excess of the
30 mg/l
limitation contained
in
35 Ill.
kdm.
Code 304.124(a).
The Agency
states
that the highly acidic wet scrubber
waste stream has
lowered
the
oH of
the
ash pond
to aooroximately 2.7, resulting
in
an increase
in dissolved solids and
in the solubility
of metals,
and that during commingling with once—through cooling water,
the
effluent
is neutralized
and
it
is expected
that metals would
oTecioitate
in t~e cooling water
canel.
The
3oard
notes
that
there
is sufficient evidence
in the
record
to indicate
that such
precipitation
is indeed
occurring
(see
Attachment
5
to Reply;
also
see Rec.
at
4—7).
In
fact,
there
is testimony that
the
precipitate produced
by the mixing of
the ash pond effluent and
the once—through cooling water
in the canal
would
not result
in
the accumulation
of the precipitate
in the canal, but rather
the
precipitate would be discharged
into
the Illinois River
(R.
93,
122—124)
The Agency contends
and the Board agrees that the amount of
metals
involved here cannot be determined due
to the limited
samoling
‘data
compiled by
WI?CO.
Data concerning
iron,
arsenic
and mercury were obtained by sampling conducted
in
1976,
and
there were
no subsequent
samoles taken
until
1985.
The
1985
study revealed
a high reading
for
total
iron and
a low reading
for
arsenic, with
no
reading
for mercury
(Ex.
6).
The Agency
brief
states:
There
is
a total
lack
of evidence
as to
the
precipitation of
solids,
and especially metals,
in
the cooling water
discharge canal
as
a result
of the
pH adjustment.
No
testing has been done
to determine
how much dissolved
solids
are being converted
to
a
suspended state
in the canal.
There
is no estimation
as to
the effect umon
the Illinois River
of the~e
increased loadings.
(Rec.
at
7)
WIPCO contends
that the Agency cannot now claim
the lack
of
available data
in support of its recommendation
for denial
of
WIPC’O’s site soecific exception,
because
the Agency has
previously accepted
this data and did not request additional
samolirig analysis with WIPCO’s monthly or
quarterly discharge
reports from 1977
to
1980.
The Board believes that
irrespective
of past Agency action,
the
fact remains
that there
is
insufficient data
in support of WIPCO’s request.
WIPCO has also
not shown
the extent of
the prospective environmental
impact of
the proposed
rule.
No evidence was presented as
to the nature of
existing aquatic
life
in
the canal
or
the effect of
the
discharges on
the aquatic life
in the canal
or
in
the Illinois
River.
The proposition of presenting
such evidence was discussed
82—348
—D-
at hearing a~dWIPCO has not adequately addressed
the matter
through the presentation of
additional evidence
at hearing
or
in
either
of
its briefs.
WIPCO simply states that
the Board
should
consider
the criteria set
forth
in Section
27
of
the
Environmental Protection Act,
i.e.,
the existing physical
conditions,
the
charact.er
of the area
involved,
including the
character
of surrounding land uses,
zoning classifications,
the
nature
of the receiving body of water,
and
the technical
feasibility
and economic reasonableness
of reducing the
particular
type of oollution.
The Board believes that even
considering
these criteria the record does not support WIPCO’s
request
foi
relief,
because
information falling under
the
criteria of
the existing physical conditions,
the character
of
the area
involved,
and Lhe nature
of
the receiving
body
of water,
is incomplete.
COMPATABILITY
WITH
FEDERAL
LAW
One
of WIPCO’s major
contentions
in suooort of the relief
it
requests
is
that fed~rallaw allows
for
the pH monitoring
of low
volume waste sources’ to occur
after
those sources
are commingled
with condensor cooling water,
as long
as such mixing takes place
prior
to discharge
to waters
of the U.S.
Support
for
this
interpretation of existing,
applicable federal
law comes from
a
February
24,
1986,
United States Environmental Protection Agency
(“USEPA”)
internal letter3 written
in response
to
a request from
the State
of New York
for
clarification of whether
43 CFR 423
requires pH
limitations
to be applied
to
a low volume waste
stream prior
to combination with condensor
cooling water.
The
author
of
the letter,
a USEPA employee whose job title
is
“~ationalExpert,
Steam Electric/Water”, wrote
that:
It has always been my understanding that where low
volume wastes from
a steam electric power
plant
are
commingled with once through cooling water
prior
to
2 “Low volume waste
sources”
are defined
at
40 CFR 423.11(b)
as
including wastewaters
from wet scrubber
air pollution control
systems,
ion exchange water
treatment systems, water
treatment
evaporator
blowdown,
laboratory
and sampling streams, boiler
blowdown,
floor drains,
cooling
tower
basin cleaning wastes,
and
recirculating house service water systems.
Since
the volume of
effluent from WIPCO’s wet scrubber
to the ash pond equals
approximately 1.9 mgd out of the approximately 2.0 mgd which
flows
to
the
pond daily,
approximately 95
of
the flow
to
the
pond can
be characterized as being
from
a low volume waste
source.
The letter
is Attachment
5
to WIPCO’s Brief of April
29,
19a6.
82—349
—U—
discharge to waters
of the U.S.,
pH limitations
for
the commingled stream are applicable at the combined
discharge point
to waters of the U.S.
Limitations
for other pollutants,
however,
are applicable prior
to combination.
*
*
*
*
*
The Agency has always opposed
the use of dilution
as
a substitute
for
treatment.
In the case
of pH,
however
,
combination
of low volume wastes with once
through
cooling
water
(another
plant
waste)
produces
chemical
neutralization,
utilizing
ambient
intake
water chemicals
instead
of added chemicals.
However,
we will not condone situations
where ambient
water
is
pumped expressly
for the purpose
of neutralization.
On
a case—by—case basis, other
factors might
allow/require that limitations be applied
at
a point
prior
to combination.
Some
of these
include:
1.
Combination
of specific low volume wastes
with once through cooling
water which could
be anticipated
to oroduce additional
total
suspended
solids,
due
to
the resulting
neutralization,
and which would exceed the
amount allowed
for
the low volume wastes.
2.
Failure
to neutralize
and settle the low
volume waste
prior
to combination would
result
in unacceptable quantities of heavy
metals
or
other
toxic pollutants
being
released.
3.
Requirements
of 315(b)
which might
limit
the
amount of cooling water
used.
As
is
clear
from the
above excerpt, USEPA interprets
40 OFR
423
to
in theory allow
the commingling
of condensor
cooling water
and
low volume waste sources
for
the purpose
of
improving
the
pH
level
of
the latter,
so long as such commingling occurs prior
to
discharge
to waters
of
the U.S.
Thus,
a question which
is
critical
to the analysis at hand
is whether
or not
the canal
is
by definition
a water
of
the U.S.
The Board believes the answer
is
in the affirmative.
“Waters of the U.S.”
are defined
at
40 CFR 122.2
as:
a.
All waters which are currently used,
were used
in the past,
or may be susceotible
to use
in
interstate
or foreign commerce,
including all
waters which are subject to
the ebb and
a
flow
of
the tide;
82—350
—7—
b.
All
interstate
waters,
including
interstate
“wetlands;”
c.
All other
waters such
as intrastate
lakes,
rivers,
streams (including
intermittent
streams), mudflats,
sandflats,
“wetlands,”
sloughs, prairie potholes, wet meadows, playa
lakes,
or
natural ponds
the use, degradation,
or
destruction of which would affect or could
affect interstate
or
foreign commerce including
any such waters:
1.
Which
are
or
could
be used
by interstate
or
foreign
travelers
for
recreational
or
other
purposes;
2.
From
which
fish
or
shellfish
are
or
could
be
taken
and
sold
in
interstate
or
foreign
commerce;
or
3.
Which
are
usel
or
could
be used
for
industrial
purposes
by
industries
in
interstate
commerce;
d.
All
impoundments
of
waters
otherwise defined
as
waters
of
the
United
States
under
this
definition;
e.
Tributaries
of
waters
identified
in
paragraphs
(a)
through
Cd)
of
this
definition;
f.
The
territorial
sea;
and
g.
“Wetlands”
adjacent
to waters
(other than waters
that
are
themselves
wetlands)
identified
in
paragraphs
(a)
through
(f)
of
this
definition.
Waste
treatment
systems,
including
treatment
ponds
or
lagoons designed
to meet the requirements
of
CWA
(other than cooling ponds
as defined
in
40 CFR
423.11(m) which
also meet the criteria of this
definition)
are not waters of
the United States.
This exclusion applies only to manmade bodies of
water
which neither
were originally created
in waters
of the United States
(such
as disposal area
in
wetlands)
nor resulted
from the impoundment
of waters
of the United States.
See
Note
I
of this
section.)
*
*
*
*
*
82—351
—8—
NOTE:
At
45
FR
48620,
July
21,
1980,
the
Environmental Protection Agency suspended
until
further
notice
in §122.2,
the last sentence,
beginning “This exclusion apolies
..
.“
in
the
definition
of “Waters of
the United States.”
This
revision continues that suspension)
*
*
*
*
*
1 Editorial
Note:
The words
“This
revision”
refer
to
the document published
at
48
FR 14153,
Apr.
1,
1963.
WI?CD’s
condensor
cooling
water
canal
would
seemingly
come
under
the definition
of waters of the U.S. pursuant
to sections
122.2(a)
and
(e)
of
the definition above,
which soecify
that
tributaries
of waters
used
for
interstate
commerce
are
waters
of
the U.S.
The Illinois River
is
used extensively for
interstate
commerce,
and
the condensor
cooling water
canal
is tributary
to
the
Illinois
River.
Indeed,
given
the
enormous
breath
of
the
definition
of
the waters
of
the
U.S.,
there
are
several
other
provisions
of
the
definition,
as
for
example section
l22.2(c)(2),
which
would
also
seemingly
cause
classification
of
the
condensor
cooling
water
canal
as
a
water
of
the
U.S.
It
can
be
argued
that
the
condensor
cooling
water
canal
is
covered
by
the
exceotion
specified
for
waste
treatment
systems.
The
Board believes that
it
is
not.
WIPCO’s
canal
was
not
originally
designed
to
serve
as
a
waste
treatment
facility.
Rather,
it was designed
to convey the condensor cooling
water
back
to
its source,
the Illinois River.
In
fact, WIPCO never
designated
the
canal
as
a
waste
treatment
facility
and
never
sought
to
obtain
permits
or
take
further
action
that
would
support
the
view
of
the
canal
as
a
treatment
works.
The
Board
notes
that
even
if
the
canal
were
not
viewed
as
a
water
of
the
U.S.,
the
relief
requested
by
WIPCO
could
not
be
appropriately granted,
and
that
WIPCO
cannot
rely
uoon
the
USEPA
guidance found
in
the February 24,
1986 letter
to support
its
request
for
relief.
As quoted above,
the letter
notes certain
mitigating
factors to b~econsidered which would not allow
commingling
of
a
low
volume
waste
stream
with
once—through
cooling water,
if such action could be anticipated
to result
in
release
of
total suspended solids
in excess
of allowable
limits,
or
unacceptable
quantities
of
heavy
metals
and
other
toxic
pollutants.
WIPCO
has
not
persuasively
shown,
through
presentation of adequate monitoring data,
that water quality
standards violations will
not occur
in the canal
as
a result
of
the precipitation
of metals
and
solids after commingling.
The
mitigating
factors noted
in
the
letter would
therefore weigh
against
the allowance of
commingling
for WIPCO’s operation.
82—3 52
—9—
For
the reasons stated
in this Opinion,
the Board denies the
request made by WIPCO for site—specific amendment of water
pollution regulations.
ORDER
The regulatory amendment requested by petition filed by
Western Illinois Power Cooperative,
Inc.
on October
24,
1985,
is
denied.
Section
41
of
the
Illinois
Environmental
Protection
Act,
Ill.
Rev.
Stat.
ch.
111 1/2
Par.
1041,
provides for appeal
of
final orders of
the Board
in thirty—five
(35)
days.
The Rules
of
the Supreme Court
of Illinois establish filing
requirements.
IT
IS SO ORDERED.
Board Members Jacob
D.
Dumelle and J.
Theodore Meyer
concurred.
I,
Dorothy
M.
Gunn,
Clerk
of
the Illinois Pollution Control
Board, hereby certify that the above
Order was adopted
on
the
7~c~
day
of
~
,
1937,
by
a
vote
of
~—C2
Dorothy
M.
Gunn,
Clerk
Illinois
Pollution
Control
Board
82—353