ILLINOIS POLLUTION CONTROL BOARD
September 27, 1990
IN THE MATTER OF:
GROUNDWATER QUALITY STANDARDS
)
R89-14
(35 ILL. ADM.
CODE 620)
)
Proposed Rule
First Notice
OPINION
AND
ORDER OF THE BOARD
(by P.C.
Fleinal):
This matter comes before the Board pursuant to Section
8 of
the Illinois Groundwater Protection Act
(“IGPA”),
Ill.
Rev.
Stat.
1989,
ch.
111 1/2, pars.
7451 et ~g.
Section
8 mandates inter
alia that the Illinois Environmental Protection Agency
(“Agency”)
propose and the Board promulgate “regulations establishing
comprehensive water quality standards which are specifically for
the protection of groundwater”
(IGPA at Section 8(a)).
Today the Board adopts
a proposal for First Notice.
PROCEDURAL HISTORY
The Agency filed its proposal,
accompanied by a Statement of
Reasons,
on September 21,
1989.
Prior to filing its proposal,
the Agency had undertaken an extensive round of discussion
sessions and work shops at which it invited comments and
suggestions regarding the proposal from other State agencies,
public interest groups,
and the general public
(Statement of
Reasons at p.
4—10).
Among groups which provided comment and
suggestions were the Interagency Coordinating Committee on
Groundwater and the Groundwater Advisory Council, pursuant to
rules assigned these groups in the IGPA at Section 8(a).
The Economic Impact Statement
(“EcIS”), which pursuant to
the IGPA was prepared concurrently with development of the
Agency’s proposal, was filed January 31,
1990
(DENR Exh.
5).
On March 26,
1990 an alternate proposal was filed by the
NcHenry County Defenders, Citizens for a Better Environment,
and
the Illinois Chapter of the Sierra Club (collectively as
“Defenders”).
On June
1,
1990 the Agency filed a revised
proposal
(Public Comment
#16).
In addition to the two complete proposals presented to the
Board, various other suggestions regarding the nature and/or
specific language have been received both at hearing and within
Public Comments
(“PC”).
Public Comments have been filed by CIBA—
GEIGY Corporation
(PC #1), Citizens for Controlled Landfills
(PC
#2), Chemical Industry Council of Illinois
(“dcl”)
(PC ~3)
Waste Management of Illinois
(PC #4,
#15),
Illinois Department
of
115—171
—2—
Energy and Natural Resources
(“DENR”)
(PC #5), United States
Environmental Protection Agency (“USEPA”)
(PC #6),
Illinois Farm
Bureau
(PC #7),
Defenders
(PC
#8),
Illinois Department of
Agriculture
(PC #9),
Illinois Coal Association
(PC #10),
Illinois
Environmental Regulatory Group
(“IERG”)
(PC #11),
Illinois
Fertilizer
& Chemical Association
(“IFCA”)
(PC
#12)
,
Illinois
Department of Transportation
(PC #13),
Illinois Steel Group
(PC
#14,
#18), and the Illinois Department of Mines and Minerals
(PC
#17).
Many of these organizations and agenciesalso participated
at hearing.
Six days of hearings have been held to date,
including
hearings on the Agency’s initial proposal, the EcIS, and the
Defenders’
alternative proposal.
FUTURE HEARING AND REQV
m
FOR ADDITIONAL COMNENT
In preparing today’s propc
~,
the Board has considered the
broad range of perspectives,
in
~ghts, and recommendations which
have been brought before
it.
Tr~:? result
is a proposal which
amalgamates materials from mu1t~:le sources.
Because these
materials are seen today for the first time in their aggregate
form,
the Board not only solicits comment on particular
provisions
(see various following requests), but also on the
workability of the proposal as
a whole.
In addition, the Board
today, by separate Hearing Officer Order, schedules an additional
hearing as a forum in which interested persons are invited to
testify on today’s proposal.
OUTSTANDING MOTIONS
Late—Filed Comments and Motions
to File
The deadline set by the Hearing Officer for post hearing
comments in this proceeding was May 31,
1990.
The Hearing
Officer did not set a schedule for reply to any comments
in this
proceeding at this time.
The Board notes that three filings were
received after the May 31, 1990 deadline.
These include the
Agency’s comments and revised proposal,
and comments from the
Illinois Department of Mines and Minerals,
received June
1,
1990.
The Board accepts the Agency’s cDmments and revised proposal and
Department of Mines and Minerals’
comments, since they were
mailed prior to the expiration of the May 31, 1990 deadline (See
procedural rule 101.102(d)).
ThB Board also accepts the Steel
Group’s revised comments filed June
6,
1990 as this filing merely
corrects typographical and grammatical errors contained in the
earlier comments filed before May 31.
On June 13,
1990,
the Defen~ersfiled
a Motion for Leave to
File Supplemental Post-Hearing CDmments and Supplemental Post
Hearing Comments.
Defenders’
counsel states that she did not
~1
~--~
72
—3—
receive copies of the Agency’s comments and revised proposal
until June
7,
1990.
Defenders asks the Board to allow this
filing as a response to the Agency’s revised proposal, claiming
that under the current comment deadline,
there has been no
opportunity to respond to the Agency’s revised proposal.
For the
reasons given below,
the Board denies the Defenders’
motion.
However, the Defenders or anyone else who wishes to respond to
the Agency’s revised proposal or the Board’s proposal for First
Notice may do so at hearing or may file comments during the First
Notice comment period.
In order to allow for the most expeditious handling of this
rulemaking,
the Hearing Officer in this proceeding specifically
set a schedule which allowed for the filing of comments by a
certain date, and did not include time for responses to any other
participant’s comments.
The numbers of participants and nature
of this complicated rulemaking require the adherence to comment
deadlines as much as possible,
in order to continue to handle
this matter as expeditiously as possible.
It is true that the
Agency filed
a revised proposal with its comments,
and that there
has not been opportunity at this time to respond to the
revisions.
However, the Board emphasizes that there will be
further opportunity to comment on this revised proposal or any
proposal subsequently adopted by the Board during the First
Notice comment period
in this proceeding.
The Board further
notes that the changes made to the Agency’s proposal appear to
involve issues which were already discussed by participants
during hearings on this matter.
EcIS Revision
The Agency,
on page 12 of the Statement of Reasons which
accompanies its revised proposal
(PC #16),
“requests that the
Board direct DENR to review the Agency’s revised proposal and
prepare an EcIS that studies the economic impact of the proposal
based upon criteria set forth in Ill.
Rev. Stat.
1989,
ch 96
1/2,
par.
7404(a).”
The Board construes this request as a motion.
On September 28,
1989,
the Board noted that Section 8 of the
IGPA specifically exempted these proposed rules from the
requirements of Section 27(b)
of the Act,
and provided for
completion of an EcIS concurrent with the development of the
proposal.
This was done and an EcIS document was filed.
Since
this EcIS was prepared concurrently with the development of the
Agency’s proposal, parts of the Agency’s revised proposal,
the
Defender’s proposal,
and now this Board proposal could not be
discussed
in that document.
In any event, the Board at this point does not believe an
additional formal EcIS
is warranted.
This does not mean that
additional economic information on the Agency’s revisions,
the
Defender’s proposal,
or the Board’s First Notice proposed rules
would not be useful or desired.
In fact,
in today’s Opinion, the
115—173
—4—
Board does not provide the usual detailed analysis of the
economic impact of the proposed rules in order to examine the
issue more fully as it relates to the proposal presented today.
Therefore,
the Board requests that DENR and anyone else who
desires to do so provide the Board with economic information at
hearing.
Designation of Waste Management Testimony as Comment
On May 2,
1990 the DENR filed
a Motion requesting that the
testimony of witnesses John Baker and John McDonnell of Waste
Management of Illinois,
Inc.
(“WMI”),
be designated
“comments”
rather than “testimony”.
The motion is denied.
The Board fails
to see any purpose to DENR’s motion.
The Board
is fully capable
of assessing the merits of and weight to be given to materials
which enter its record, and will do so with the materials in
question.
This circumstance notwithstanding, the Board does not
believe that DENR has in any way been denied opportunity to
present questions to these two witnesses.
To the contrary,
exceptional effort has been made to accommodate DENR,
(See
P.
at
956)
GENERAL PRINCIPLES UNDERLYING TODAY’S PROPOSAL
Prior to presenting the today’s proposal,
the Board believes
that it is instructive to set out some of the principles which
guided the construction of the instant proposal.
Simplicity
Among the most salient of these principles
is the
desirability of promulgating a system of standards which is not
needlessly complicated.
A simple rule
is particularly desirable
in the instant case because the arena of groundwater standards is
so new.
In this circumstance
it
is wise to resist the temptation
to build an overly elaborate rule where there is no history to
warrant the conclusion that the elaborate rule
is either
necessary or workable.
While the Board notes that the two complete proposals before
it, those of the Agency and the Defenders,
each evince great
thought and ingenuity and much of merit which the Board today
adopts as
it own,
they also both contain elements of what we
believe is needless complication.
A case
in point
is the system
of defining Class
I groundwaters and exceptions thereto,
as
proposed by the Agency1.
If one accepts,
as the Board does
(see
1
The Agency’s Class
I groundwater,
titled Potable Resource
Groundwater,
is defined more based on geographic and
stratigraphic position than on inherent potability.
In
particularly, groundwater would be classified as Class
I
115—174
—5—
below), that all groundwaters should be protected from use
degradation,
irrespective of whether that use is presently
occurring,
it follows that much of the Agency’s classification
edifice
is both unnecessary and unjustified.
A second case in point is the permitting system proposed by
the Defenders
(see P.
at 976—8; PC #8 at 5-7,
11-13).
Under this
system no change in groundwater quality beyond “background” would
be allowed absent a permit from the Agency.
Aside from the very
practical problems associated with determining what constitutes
“background”
(e.g.,
PC
#7 and #9), the Board is not convinced
that the costs associated with a permitting system are
commensurate with the amount of environmental protection
afforded.
The Board believes that the matter of available resources
must also enter into other aspects of construction of the instant
regulation.
A regulation is only as good as the availability of
resources to implement and enforce
it.
With these various considerations in mind, the Board does
not today propose several regulatory possibilities which it might
under other circumstances find attractive.
These include
additional mandatory data collection and establishment of data
bases by DENR and/or the Agency,
mandatory monitoring and
determination of current groundwater quality by all entities
and/or activities which might impact groundwater,
and mandatory
investigation
(as opposed to Agency discretionary investigation)
of all possible cases of groundwater contamination.
Emphasis on Potable Waters
The need for a groundwater protection program arises because
groundwater constitutes a valued resource.
This principle is
clearly articulated in the opening sentence of the State’s
Groundwater Protection Policy:
it
is the policy of the State of Illinois to
restore,
protect, and enhance the groundwaters of the
State,
as
a natural and public resource.
IGPA,
Section 2(b).
It
is to be recognized,
however, that not all groundwaters
constitute the same level of resource;
some groundwaters have
greater resource value by virtue of their higher quality,
quantity,
accessibility,
etc.
Moreover,
it is generally agreed
depending upon geographic relationships among wellheads,
setback
distances,
lateral areas of influence,
proximate aquifers,
and
uppermost consolidated bedrock aquifers
(see PC #16
at proposed
Section 620.204)
115—175
—6—
that the degree of protection required is in some measure a
function of the nature of the particular groundwater resource.
This concept constitutes one of the bases for groundwater
classification,
and the application of different water quality
standards, monitoring and remedial requirements, etc.,
to the
different classes.
It is to be further recognized that potability2,
as a rule,
constitutes the “highest” use to which groundwaters are put.
Potability,
as a further rule,
requires the highest degree of
protection,
including the most stringent standards,
to maintain
the use.
Potable—use also is far and away the largest use to
which groundwaters
in Illinois are put,
and will be put in any
foreseeable future.
Given these circumstances,
it is apparent
that any successful program of groundwater management must give
special
focus to potable groundwaters.
Emphasis on potable
groundwaters
is,
indeed, not only a feature of the two proposals
presented -to—the~Board,
it is—a-iso-a principal feature of today’s
Board proposal.
Protection of all Potable Waters
A recurrent problem with the resource—protection concept of
groundwater protection,
however, concerns whether resource value
should be associated only with groundwaters currently
experiencing use,
or whether
it should also be associated with
potentially usable groundwaters
(e.g.,
P.
at 26,
968-9; PC #6 and
#8).
This issue can be clearly seen in the matter of which
groundwaters ought to be classified as potable resource
groundwaters.
The Board previously addressed this issue in P86-83.
It
there noted:
Resource groundwaters are,
at the minimum, those
groundwaters which are presently being put to
conventional use by reason of being of suitable
quality, having local demand, and having been actually
developed.
Much of the record also indicates that
resource groundwaters ought also to include those
groundwaters which have the p~~i~l for being put to
conventional use.
This perspective is straightforward,
in that it suggests that potential resources should be
protected against the eventuality that at least some of
2”Potable” is defined at in the IGPA as meaning “generally fit
for human
consumption
in
accordance
with
accepted water
supply
principles and practices”
(Ill. Rev. Stat.
1989,
ch. 111 1/2, par.
7453(h))
31n the Matter of: A Plan for Protecting Illinois Groundwater,
R86-8, Report of the Board, August 28,
1986.
115—176
—7—
them will find use in the future.
The Board believes
that this is a wholly correct perspective, and
accordingly concludes that resource groundwaters should
include groundwaters of potential use.
(j~ at 11-3)
The Board believes that this perspective remains correct
today.
Moreover, the Board believes that the General Assembly
also endorsed this perspective by defining in the IGPA that a
“‘resource groundwater’ means a groundwater that is presently
being or
in the future capable of being put to beneficial use”
(IGPA at Section
3(j),
III. Rev. Stat.
1989,
ch.
111 1/2, par.
7453(j); emphasis added).
That is, the Board believes that among
the most necessary facets of the State’s groundwater protection
program
is the need to protect all drinkable water at a drinkable
level.
Similarly, the Board does not believe that current actual
use should be the sole control of whether potable groundwater
is
afforded the protection necessary to maintain potability.
We
simply can not willfully neglect today
a resource which future
generations may well need and cherish.
Among the proposals
before the Board,
the Board believes,
as do several commentors
(e.g., PC
#6 and #8),
that the Agency’s proposal4 falls short of
providing protection for all those groundwaters which will at
some future date be wanted for potable use.
AMENDMENT TO 35 ILL.
ADM.
CODE:
SUBTITLE
C: WATER POLLUTION
Although the principal regulations proposed today consist of
new Part 620, the promulgation of Part 620 requires a conforming
amendment to Subtitle
C.
The groundwater standards proposed
today are intended to supersede the standards currently
applicable to groundwater, which are found in Subtitle C.
These
currently applicable standards are the General Use and Public and
Food Processing Water Supply Standards of 35
Ill. Adm.
Code:
Subtitle
C, which are applicable to groundwaters pursuant to
Section 303.203
of Subtitle C.
The amendment today proposed for
Section 303.203 deletes the applicability of the General Use and
Public and Food Processing Water Supply Standards to groundwater.
The language
is as recommended by the Agency
(PC #16,
p.
9).
PART 620
SUBPART
A: GENERAL PROVISIONS
‘~
The Agency’s initial proposal placed in the potable resource
category only those groundwaters located within a limited distance
of an existing water supply well (Agency Proposal p.
7).
Although
the Agency’s revised proposal expanded this definition by adding
all waters
located with the uppermost bedrock aquifer
(PC
#16 at
5), much potable groundwater would still escape classification as
a potable resource due to its distance from an existing well or its
stratigraphic location.
115—177
—8—
Subpart A sets out the general provisions applicable to the
entire Part
620.
In general, this Subpart closely follows the
similar Subpart in both the Defenders’
Proposal and the Agency’s
Revised Proposal.
The more substantive changes are noted here.
Purpose
——
Section 620.105
Section 620.105 sets forth the purpose of the Part.
The
construction of the Section
is the Board’s own, based on the
Board’s view of the purpose of the Part and the intent expressed
for the Part
in the IGPA.
The Defenders suggest insertion within this Section of the
phrase “to assure that the ~groundwater
resources of the State be
utilized for beneficial and legitimate purposes,
that waste and
degradation of the resources be prevented, and that the
underground water resource be managed to allow for inaximum~
benefit of the people of the State of Illinois”
(Def.
Exh.
7 at
proposed Section 620.101).
This language comes from the policy
statement found at Section 2(b)
of the IGPA.
While the Board
fully recognizes this policy statement, the Board believes that
the proposed language more closely tracks the actual purpose of
these rules proposed pursuant to Section
8 of the IGPA,
and
therefore opts to use the more narrow version.
The Board
believes that this narrow purpose statement will more clearly
alert the public to what is actually being regulated.
Definitions
——
Section 620.110
Section 620.110 contains definitions applicable to Part
620.
The definitions chosen for inclusion have been derived from both
the Agency’s and Defender’s proposals.
The Board has also added
several definitions,
such as the definitions for “adverse
effect”,
“facility”,
“LOAEL”,
“NOAEL”,
“owner”,
“operator”,
and
“setback
zone”.
These
definitions
are
derived
from
the
Act
or
Board
regulations.
In
some
cases,
as
for
example
in
the
definitions
of
“new
site” and “major reconstruction”, the definitions have been
placed in Section 620.110,
rather than within the body of the
Part,
as proposed by the Agency or the Defenders.
As regards the
definition of “new site”,
the Agency
is specifically requested to
address how it
intends that such terms as “commercial business
class” be defined.
General Prohibitions
-—
Section 620.115
Section 620.115 contains
a general prohibition against
threatening,
causing or allowing a violation of the Act,
IGPA,
or
Board regulations including this Part.
Incorporations by Reference
—-
Section 620.125
11
5-17R
—9—
Section 620.125 sets forth incorporations by reference.
Changes have been made to these incorporations to conform the
list to the actual documents received from the Agency, and the
format has been changed to better conform to Illinois Register
publication requirements.
Exemptions from Subtitle
C Standards
—-
Section 620.130
-
Section 620.130 exempts groundwaters from the General Use
Standards or Public and Food Processing Standards of Subparts B
and C of
35
Ill.
Adm.
Code
302.
This change,
in combination with
amendment to Section 303.203
(see above)
,
clarifies the
relationship between 35
Ill.
Adrn.
Code.Subtitle C and the instant
proposal.
xclusion
for
Underground
Water
in
Certain
Man—Nade
Conduits
—-
Section
620.135
Section
620.135
explicitly
excludes
any
underground
waters
which
occur
in
dertain
man—made
conduits
from
the
application
of
the rules proposed today.
The man—made conduits
included are
subsurface
drains,
tunnels,
reservoirs,
storm
sewers,
tiles,
and
sewers5.
Waters
in such conduits do not have the conventional
characteristics and properties of groundwater, and it
is
therefore inappropriate to apply to them water quality standards
which are based upon groundwater characteristics and properties.
It is perhaps arguable that Section 620.135
is not necessary
since the definition
of groundwater itself would seemingly
exclude water
in most,
if not
all,
of
the
man-made
conduits
listed.
Thus,
if these waters are not groundwaters, groundwater
standards would not apply to them.
However,
the record attests
that
there
is sufficient confusion on
this
matter
(see
Agency
Statement of Reasons,
p.
11;
PC ~9; PC ~10; PC
#13)
to warrant a
definitive exclusion for water in man-made conduits.
It should be recognized that water
in man-made conduits
is
not excused from all water quality standards.
To the extent that
such waters are “Waters of the State”,
they would be subject to
the water quality standards of Subtitle C.
As well,
if and when
such waters are discharged to the surface, they would be subject
to water quality standards applicable to surface waters.
The
Illinois Department of Agriculture notes this conclusion with
respect to drainage from agricultural field tiles:
It
is inappropriate to apply any numbers
or standards
to water
in
a drainage tile except surface water
51t
is
to
be
noted
that
specifically
not
included
are
waters
within
wellu,
well
casings,
or other structures
designed
to tap
groundwater.
1
1 5—179
—10—
standards
at
the
point
of
discharge
t-o
a
surface
water,
at which point one must also consider the effects of
mixing.
PC
#9
at
p.
1.
The Agency’s revised proposal contains additional
exclusionary language which
is today ii~~
being proposed because
it is unnecessary.
In particular,
the Agency proposes that
Section 620.135 be in
the
form:
Section 620.135
Exclusions
This
Part
does
not
apply
to
groundwaters
discharged
to
surface
waters
as
a
result
of:
a)
Subsurface
drains,
tu~riels,
stor~isewers,
tiles,
sewers,
and
other
man-ma
conduits.
b)
Dewatering
operations
assoc±atr
with
construction or excavation:
1)
For
the
discovery,
develop::ent,
or
production
of
stone,
sand,
~rave1,
or
coal;
or
2)
For
other
structures
(except
for
structures associated with the
discovery,
development,
or
production
of
oil
or
gas)
where
dewatering
is
necessary
(e.g.,
installation
of
tanks,
foundations,
piers,
or
pilings).
c)
Dewatering operations designed
t.o protect
publicly—owned
permanent
structures
or
facilities
from
the
adverse
effects
of
high
groundwater
levels.
This
provision
is
unnecessary
since
a
“groundwater
discharged
to
surface
water”
ceases
to
be
a
groundwater
since
it
not
longer
meets
the
definition
of
a
groundwater
(i.e.,
the
water
is
no
longer
underground,
it
is
no
longer
within
the
saturated
zone,
etc.).
It
is
thus
unnecessary
to
list
the
Agency’s
specific
examples
of
“excluded
discharged groundwater”,
since by
definition
all discharged groundwaters are excluded from the
operation
of
Part
620.
SUBPART
B:
GROUNDWATER
CLAss::FICATI0N:
Subpart
B
sets
out
the
general
groundwater
classification
system,
criteria for classifying specific groundwaters, and
procedures for amending the classification of any specific
groundwater.
Subpart B follows the Agency’s Amended Proposal in
l15—1.S~)
—11—
general
form.
However,
it differs
in specifics as noted
following.
List of Groundwater Classes
—-
Section 620.201
Section 620.201 establishes that there are five classes
of
groundwater.
Four of these classes are drawn in concept,
although not necessarily
in specifics,
from the Agency’s
proposals.
The fifth,
Special Resource Groundwater,
is drawn
from the Defenders’
proposal.
It
is
intended that every
groundwater
in the State belong to one of the five classes.
Potable Groundwaters
Class
-—
Section 620.210
Section 620.210 establishes the definition of a Class
I:
Potable Resource Groundwater.
Included are all groundwaters
which are naturally potable and which are available at a yield of
at least 150 gallons per day.
A groundwater is identified as
being naturally potable if Safe Drinking Act water quality
standards are met without treatment.
The 150 gallons per d~ylimit
is that limit which the USEPA
defines as a yield sufficient for a groundwater to serve as water
source for a household unit
(Defender’s Exh.
6,
p.
39, 45;
PC #16
at p.
12-16).
The Board notes that the IGPA defines an aquifer
as a saturated soil or geological material which is sufficiently
permeable “to readily yield economically useful quantities of
water to wells,
springs, or streams under ordinary hydraulic
gradients”
(Ill. Rev.
Stat., ch.
ill
1/2,
par.
7453(b); emphasis
added).
To the extent therefore that 150 gal/day constitutes the
“economically useful quantity”,
the number serves to quantify the
meaning of an aquifer and Section
620.210(a) (2) serves to limit
Class
I groundwaters to waters in aquifers
so defined.
The Board notes that there
is no attempt to further limit
the definition of potability by qualifiers relating to distance
from existing wells,
time of travel to existing wells,
or
stratigraphic position,
as occurs
in the Agency’s proposal.
This
is in keeping with the Board position that all naturally potable
groundwaters
should be recognized as
such,
irrespective of
whether they are currently experiencing use as
a potable water
supply
(see above)
.
For the same reason the term “Potable
Resource Groundwater”, rather than “Potable Use Groundwater”,
is
employed in the title of this class.
Some groundwater contaminants,
such as iron,
manganese, and
radium, are sometimes naturally found in Illinois groundwaters at
concentrations which exceed MCLs.
Section 620.210(b)
allows
groundwater containing these specific contaminants to still
be
classified as Class
I groundwaters.
The Board specifically
requests comment on the appropriateness and completeness of the
proposed contaminant list at Section 620.210(b).
ii 5—ISi
—12—
The General Resource
(Default)
Class
——
Section 620.220
Class II: General Resource Groundwaters are, by definition
at Section 620.220, the default groundwaters.
That is, Class II
consists of those groundwaters which are ~
Class
I,
III,
IV, or
V.
For example,
a groundwater which otherwise has chemistry
suitable for potable use without treatment, but which
is
unavailable in volumes greater than 150 gal/day, would
fall into
Class II.
In general,
a groundwater could fall into Class II
if
it is not potable by virtue of quantity or quality limitations,
if it is not in a remedial posture pursuant to qualifications for
a Class III groundwater,
if
it is not otherwise naturally limited
pursuant to Class IV qualifications,
or
if it has not been
otherwise specially classified according to Class V procedures.
The Board anticipates that groundwaters in “tight”
hydrogeologic units will constitute one of the most common
occurrences- of Class II groundwaters~.-~-These are
-
groundwaters
which,
irrespective
of
their
chemistry,
are
unavailable
in
quantities sufficient for use.
Another common occurrence
is
likely to be groundwaters which are not
so saline as to warrant
classification as Limited Resource Groundwaters, but which
nevertheless are too saline to be potable without treatment.
It is possible that
a third major category of Class II
groundwaters will be groundwaters which would otherwise be Class
I:
Potable Resource Groundwaters, except that they naturally fail
to meet Drinking Water Act standards for a parameter or two.
Data are presently insufficient to other than speculate on the
possible occurrences of this type of Class
II groundwater.
Given the multiplicity of ways that
a groundwater may be
classified as a Class II groundwater,
in the long term it may be
advisable to either subdivide Class II or split out additional
classes from Class
II.
However, the Board believes that this
endeavor, should it be undertaken, best awaits some experience
with the more general classification proposed here.
Remedial Groundwaters
—-
Section
620.230
Section 620.230 establishes criteria by which a groundwater
is placed within Class III: Remedial Groundwaters.
The listed
criteria are essentially those proposed by the Agency,
with only
minor word changes intended to improve clarity.
Class III Groundwaters are groundwaters that,
due to
contamination, temporarily cannot meet the water quality
standards which would otherwise apply to them.
Included within
the class are contaminated groundwaters at sites on the National
Priorities List and State Remedial Action Priorities List,
at
sites with leaking underground storage tanks,
sites subject to
corrective action approved by the Agency pursuant
35 Ill. Adm.
Code: Subtitle
G,
sites undergoing corrective action pursuant to
11
5—182
—13—
35 Ill.
Adra.
Code 615 or 6166 permitted coal mining sites,
or
coal mining sites that were mined prior to current State Land
reclamation regulations.
Under subsection
(g)
a groundwater may
also be placed in Class III or reclassified pursuant to an
adjusted standard proceeding before the Board.
A characteristic of a Remedial Groundwater is that placement
within this class
is inherently temporary.
When remediation
is
complete,
the groundwater should revert to its natural (“pre-
remediation”)
class.
The IFCA has recommended that the Board add an interim
compliance status to Class
III groundwaters to include
groundwaters which are undergoing voluntary remedial action
(PC
#10 at
p.
3).
The IFCA believes that,
at least under the
Agency’s proposal,
an interim status is needed to allow for a
transition period for facilities which were
in compliance with
prior regulations to come into compliance with the instant
regulations
(Id.).
The Board requests that the IFCA and other
interested persons review the regulation as proposed today
(compared to the Agency’s version) and re—express their concern
should the concern still
remain.
Limited Resource Groundwaters
--
Section 620.240
Section 620.240 sets out criteria for classifying Class IV:
Limited Resource Groundwaters.
There are two such criteria:
total dissolved solids concentration greater than 10,000 mg/l,
or
designation by the Board as an exempt aquifer pursuant to 35 Ill.
Adm.
Code 730.104.
A groundwater may also be placed in Class IV
pursuant to an adjusted standard
(or site-specific)
proceeding
before the Board.
Section 620.240
is adopted directly from the
Agency’s proposal.
Special Resource Groundwaters
——
Section 620.250
Section 620.250, Class V:
Special Resource Groundwaters,
is
derived in concept from the Defenders’ proposal, which
ip
turn
is
based on the USEPA groundwater classification strategies
.
The
Defenders’
contend that
in certain circumstances a groundwater
may take on an ecologically vital role,
as for example when its
635
Ill.
Admn.
Code
615
and
616
consist
of
regulations
currently in proposal-form before the Board in Docket P89-5.
Their
purpose
is to
implement
the setback zone
and regulated recharge
area provisions of Sections 14.4(b)
and 14.4(d)
of the Act.
It is
currently anticipated that promulgation of these regulations will
follow promulgation of the instant regulations.
7See Guidelines for Ground-Water Classification under the EPA
Ground—Water
Protection
Strategy,
USEPA
Office
of
Ground-Water
Protection, November 1986: Defender’s Exh.
6.
115—183
—14—
discharge supports a vital wetland
(P.
at 969—971).
Other
examples might include caves,
lakes,
ponds,
streams, and perhaps
even the more moist varieties of prairies and forests.
The
Defenders’ propose a special class of groundwaters
(their Class
II)
to encompass these circumstances.
The Board believes that the concept of ecologically vital
groundwaters warrants further consideration,
and accordingly
includes this concept in today’s proposal to facilitate
additional discussion.
However,
in terms of a classification
system, the Board believes that ecological vitality is but one
possible reason why a groundwater might be considered to be a
Special Resource.
Accordingly,
Class V is set up to include any
groundwater, which by virtue of some special characteristic,
should not be placed ~ ~ one of t~e other classes.
As presently constructed,
i-
cement of a groundwater within
Class V requires a formal acttt~ y--e±thertheBoard,though~a
site-specific or adjusted stand~
proceeding,
or by the Agency.
The Agency’s ability to classify
a groundwater as Class V is
restricted to the circumstance o~an Ecologically Vital
Groundwater, according to Sectic—
620.250(a)(2).
This latter
provision tracks the Defenders’
~:roposal.
The Board invites comment on these provisions
in general.
In addition,
the Board particularly requests the Agency to
comment
on
the
roles
assigned
to
it
in
proposed
Section
620.250(a) (2) and
(b).
The Board also invites other groups or
agencies to advise the Board of l:heir desire and ability to
participate in the effort to establish criteria for Ecologically
Vital Groundwaters identified at Section 620.250(b).
Adjusted Standards
——
Section 620.260
Section 620.260 specifies that reclassification of any
groundwater can occur as a result of an adjusted standard
proceeding before the Board.
The Section also specifies the
level
of justification required of
a petitioner and other
information to allow the Board to determine the adjusted
standard,
pursuant to Section
28.1 of the Act.
The Board has
used the information requirements as proposed by the Agency, with
some changes to clarify the terms “beneficial or necessary.”
The Board notes that,
in addition to an adjusted standard,
recourse to reclassification of
~.
particular groundwater would
also be available via the site-specific rulemaking process.
The IFCA requests that the Board include a provision that
“will allow a like class of facilities as a group to seek relief
through an adjusted standard”
(PC #12 at p.
6; emphasis added).
The Board does not see anything in the adjusted standard
procedures of the Illinois Environmental Protection Act or the
instant rule which would preclude an adjusted standard action
11 5—1.84
—15—
being brought on behalf of
a group of named individuals
or named
facilities.
Addition of such provision
in the instant proposal
would therefore appear to be unnecessary.
The Board notes that a
group could alternatively pursue the desired relief through
a
rulemaking proceeding.
Since,
there are differences
in proofs,
conduct of hearings,
etc., between adjusted standards proceedings
and rulemaking proceedings,
any interested groups would be
advised to consider both before electing a course of action.
SUBPART C:
GROUNDWATER QUALITY STANDARDS
Subpart C sets out the groundwater quality standards
applicable to various classes of groundwater.
In general
form,
the Subpart follows Subpart C of the Agency’s revised proposal
(PC #16)
.
However, numerous alterations have been made
reflecting the general guiding principles discussed above,
as
well as other considerations
as noted in the following.
Among general alterations, the Board notes that the Agency’s
use of the term “criteria” has everywhere been altered to
“standard”
so as to be consistent with the use of these terms in
the Act and
in
35 Ill.
Adm. Code.Subtitle C
(see particularly
definition of “criterion”
at Section 3.80 of the Act and at 35
Ill. Adm.
Code 302.100).
Applicability and the “Natural Causes Exclusion”
-—
Section
620.301
Subpart C begins with a scope and applicability statement
which contains two principal concepts.
These concepts are that
(1) the standards must be met
(else there exist
a violation of
the regulations), except that
(2) the standards need not be met
if due to natural causes.
Both concepts are found generally
in
the two proposals before the Board, but are here presented as a
single preface
to Subpart C.
The second concept, which is the “natural causes exclusion”,
is a powerful and important provision of the entire groundwater
regulatory package.
It is not the Board’s intention to require
compliance with standards which are exceeded due to natural
causes.
Nondegradation
——
Section 620.305
Section 620.305 contains the groundwater nondegradation
provision.
The provision is basically the same provision which
currently applies to groundwaters through the operation of
35
Ill.
Adin.
Code 302.105.
However, since an intent of the instant
proposal
is to divorce groundwater from regulation under Part 302
(and associated
Parts of Subtitle C),
it is necessary to repeat
the provision here.
—16—
No
Penalty
for
Prior
Degradation
——
Section 620.307
Today’s proposal retains at Section 620.307
a provision
recommended by the Defenders.
A similar concept is advocated by
IERG
(PC #11), the IFCA
(PC #12),
and the ISG
(PC #18),
although
only the Defenders’
propose actual language.
The thought behind
the provision is explained by the Defenders:
No
penalties
are
to
be
imposed
under
the
Defenders’ proposal for contamination caused, by lawful
activities occurring before the effective date of the
regulations.
...
this provision would in essence
“grandfather” preexisting contamination for the purpose
of penalties under this Part.
...
Dangerous
contamination cannot, however, be left in place, nor is
it intended that this Section impede other regulatory
programs.
Therefore,
this
Section)
ensures that the
“grandfathering” will not precludeanycorrective
-
action required under other regulatory programs.
Defenders Exh.
7 at p.
5.
While
the
Board
believes
that
some
grandfathering
may
be
warranted,
it not yet convinced that a broad rule of general
applicability—type of grandfathering has been justified.
Moreover, the Board notes that the Defenders’
offer their
grandfathering provision within the context of their larger
proposal.
The Board is thereby uncertain whether proposed
Section 620.307 can be taken out of context.
Interested persons
are particularly requested to comment on this matter.
Additionally, the Board notes that the phrase “lawful
activity”,
if used, may be required to be defined.
Interested
persons are requested to comment on this matter,
including
alternatives
to
use
of
the
term.
Potable Resource Groundwater Standards
-—
Section 620.310
Section 620.310 sets out the groundwater standards
applicable to Potable Resource Groundwaters.
Since potable
groundwaters should be available for drinking water supply
without treatment,
it is the Board’s belief that standards
applicable to potable groundwaters must be,
in substantial part,
the same standards which apply “at-the-tap” pursuant to the Safe
Drinking Water Act
(“SDWA”).
That
is, the standards should be,
again
in substantial part, the maximum contaminant levels
(“MCLs”) promulgated pursuant to the SDWA8.
Accordingly,
this
8The Board notes that the Agency’s proposal
is also premised
on
promulgation
of
only
“health—based
criteria
...
which
are
identical to the final enforceable federal criteria of the SDWA
MCLs”
(R.
at 51—2).
115—186
—17—
concept is employed in the instant proposal at Section
620.310(a)
The manner in which the standards/MCLs are presented at
Section 620.310(a)
is
intended to address one of the historical
difficulties with incorporation of numeric standards within
regulations, which
is the need to constantly revise the numbers
as new information is developed.
This difficulty
is particularly
apparent as regards the current MCL situation because the USEPA,
the originator of MCL values,
is in the process
of a major MCL
promulgation effort.
Thus,
it is to be expected that the current
MCL list will be experiencing relatively large changes within the
coming years.
Ordinarily
this circumstance would imply that Part 620
regulations would have to be regularly reopened and updated to
accommodate
new
NCLs.
However,
the
Board
today
proposes
a
stratagem which both forestalls the need to constantly update the
MCL list at Section 620.310 and also assures that the MCLs of
Section 620.310 remain current.
The stratagem consists of
identifying the groundwater standards which apply to Potable
Resource Groundwaters as being identical to the MCLs found at 35
Ill. Adm.
Code 611.Subpart
F.
35
Ill.
Admn.
Code
6ll.Subpart
F
contains the “identical
in substance” MCL5 promulgated pursuant
to the SDWA and the Act.
As such,
6ll.Subpart
F
is subject to
updates every six months,
pursuant to the Board’s SDWA “identical
in
substance”
update
program.
A
few
of
the
MCLs
of
35
Ill.
Adm.
Code
6l1.Subpart
F
may
have uncertain applicability to groundwaters.
The Board views
turbidity as being among these,
since turbidity
is not normal.y
associated with groundwaters.
Where significant groundwater
turbidity does occur, as perhaps
in some karst groundwaters9,
the
turbidity would likely be related to natural causes and hence the
MCL would not control as the standard anyway
(through the
operation
of
the
natural
causes
exclusion
of
Section
620.301)
The Board has therefore contemplated excepting the turbidity MCL
from service as a groundwater quality standard.
The Board
requests advice on this strategy.
The standards proposed today for Potable Resource
Groundwaters depart from one—to-one conformity with the MCLs of
the SDWA as regards carcinogens,
in keeping with the special
emphasis on carcinogens found at Section 8(a)
of the IGPA.
In
particular, today’s proposal specifies at Section 620.310(b)
that
9The
Board
notes
that
the
very
special
character
of
groundwater
in karst
regions
is generally
not recognized
in the
instant
proposed
regulations.
The
Board
therefore
believes
that
at some
future
date
it
would
he
advisable
to
incorporate
special
provisions
pertinent
to
karst
groundwater
into
the
Board’s
groundwater regulations.
115—1 87
—18—
no substance which is a carcinogen shall occur at
a concentration
above its level of detection.
For the purposes of Part 620 and
today’s proposal,
a substance is defined at Section 620.125 as a
carcinogen
if it is a group A,
Bl,
B2, or C carcinogen pursuant
to USEPA Carcinogenic Risk Assessment guidelines,
51
Fed.
Reg.
33992-34003
(September 21,
1986).
Groups A and B include known
and
probable
human
carcinogens,
respectively.
Group
C
includes
substances
which
are
possible
human
carcinogens.
The
Board
requests
comment
on
the
advisability
of
including
Group
C
carcinogens.
The
special
standards
at
Section
620.310(c)
for
chloride,
sulfate, and total dissolved solids
(“TDS”)
are proposed in
concert with the Agency’s recommendation.
As the Agency notes,
the standards as propps~d ~re ,b~
on,the~5.percent. confidence
concentration level from all of the groundwater monitoring
conducted by the Agency from community wate’r supply wells”
(Statement of Reasons at p. 16~
Accordingly, the numbers for
these standards may depart from one—to-one conformity with
current or future MCLs.
In its revised proposal,
the Agency recommends that the
standards for the four parameters, chloride,
iron,
sulfate, and
TDS,
apply only to aquifers.
The Agency’s rationale is:
there has been considerable discussion about the
merits of clean—up criteria for non—aquifers to levels
which were based on aquifer data.
The Agency has
revised its proposal so that the inorganic criteria
which were based upon statistically derived aquifer
data
...
shall apply only to aquifers.
(PC #16 at p.
19)
The Board notes that,
as proposed today, ~
of the
standards which apply to Potable Resource Groundwaters
apply only
to water within aquifers,
to the extent that Potable Resource
Groundwaters include only groundwaters which can be withdrawn at
rates of at least 150 gallons per day
(see proposed Section
620.210(a) (2) and discussion of this Section,
above).
Section 620.310(d) establishes a pH standard for Potable
Resource Groundwaters, consistent with the recommendation of both
the Defenders
(Def.
Exh.
7)
and the Agency
(PC #16 at
p.
20).
Section 620.310(e)
contains a general narrative prohibition
against the occurrence of any contaminant in concentrations that
cause adverse effects.
This provision has been added to assure
full compliance with the IGPA’s mandate for the regulations to
address contaminants which have an “adverse effect on human
health”
(IGPA at Section 8(a)).
Language for this provision was
provided by the Defenders’ via Defenders’
proposed Section
620.401(e)
(Defenders’ Proposal at p.
5).
However, this proposed
section contained language such as
“hazardous to human health”
115-188
—19—
and
“endanger
public
health,
safety
or
welfare”.
This
terminology
has
been
problematic
in
proposed
rules when reviewed
by
the
Joint
Committee
on
Administrative
Rules
(“JCAR”).
Therefore the Board has opted to use the term “adverse effects”.
This term had been previously defined
in other Board rules.
The Board has also considered the possibility of making the
Human Threshold Toxicant Concentration (“HTTC”)
,
as calculated
pursuant to proposed Appendix
A, an enforceable standard under
Section 620.310.
For the present the Board rejects this
possibility due to:
(1) uncertainty that it would be a useful
standard
either
as
an
addition
to
or
in
place
of
the
standards
currently
proposed,
and
(2)
question
concerning how a standard of
this
type
could
be
implemented
under
the
division
of
powers
which
exists
between
the
Agency and the Board.
Today’s
proposal
does
not
contain
many
of
the
on-site,
off—
site
distinctions
present
particularly
in
the
Agency’s
proposal.
For
example,
today’s proposal does
not
allow
an
exemption
to
compliance
with
Class
I standards to otherwise potable water if
that
water
is
located
“on—site”10.
The premise here would appear
to
be
that
it
is
all
right
to
contaminate
groundwater
as
long
as
the
groundwater
is
located
beneath
one’s
own facility.
However,
the
Board
cannot
accept
this
premise.
Without
attempting to
address
validity
of
the assumption that one has full
rights to
mess
one’s
own
nest
or
that
the groundwaters beneath one’s
facility
constitutes
one’s
own
nest,
the premise fails to
recognize
that
groundwater
moves
and will not stay on—site, and
that
on-site
contamination
may
persist
long
after
the
facility
and
its
owner/operator
are
gone.
Thus,
causing
groundwater
contamination
is
n~
simply a matter of whether
it
is
permissible
to mess ones’ own nest.
The Board notes that its reluctance to make on-site, off-
site distinctions
relates to broad,
general applicability rules.
The Board does believe that some such distinctions may be
warranted under special circumstances,
as perhaps in the Part 615
and 616 regulations currently under consideration by the Board.
General Resource Groundwater Standards
——
Section 620.320
Section 620.320 establishes standards for Class II: General
Resource Groundwaters.
Because groundwaters are placed in Class
II because they are quality-limited, quantity-limited,
or both
10The Agency’s proposal at proposed Section 620.310(b) and
(d)
would
allow
groundwater
beneath
a
facility
(“on—site”
groundwater)
except for groundwater on-site
of
a
community water supply well,
to
meet
standards
less
stringent
than
potable
water
supply
standards
even
when
the
on—site
groundwater would
otherwise
be
potable.
115—189
—20—
(see
discussion,
p.
11),
it
is
necessary
that
the
standards
which
apply
to
these
waters
reflect
this
range
of
possible
attributes.
The
standards
proposed
for
non—carcinogenic
organic
chemical
constituents
at
Section
620.320(a)
are
based
on
the
MCL—
standards
proposed
for
potable
waters
(see
discussion,
p.
16),
except
that
the
MCLs
are
increased
by
a
factor
of
five.
The
theory
here
is
that
a
conventional
treatment
process,
such
as
granular
activated
carbon,
would,
with
a
treatment
efficiency
of
80
(Agency Exhibit
1,
p.
41), bring
these
constituents
within
the scope of potability.
The standard proposed for each carcinogen, except as
otherwise
provided
in
the
Section,
is
its
level
of
detectability.
The
“natural
causes
exclusion”
of
Section
620.301
applies
here,
of course,
as it does elsewhere.
The combined effect
is
therefore to establish
a prohibition against anthropogenic
carcinogens.
Subsection
(c)
sets
forth
various
specific
quantitative
standards
applicable
to
Class
II
groundwaters.
The
list
is
based
in
part
on
maximum
levels
for
livestock
enterprises
or
humid
area
irrigation
(Agency
Exh.
1,
p.
36),
as
representative
general
uses
which require quality somewhat less than that of potable use.
The list
is also based in part on removal efficiency for organic
constituents.
Standards Applicable to Remedial Groundwaters
——
Section
620.330
Standards applicable to Class III: Remedial Groundwaters are
set
out
at
Section
620.330.
A
principal
intent
is
to
assure
that
groundwaters
which
have
been
so
degraded
as
to
require
classification as Remedial Groundwaters are not degraded still
further.
Accordingly,
the
prior-to—remnediation
standards
are
established
as
the
level
of
contaminants
which
existed
at
the
time of groundwater was classified as a Remedial Groundwater.
In
keeping
with
the
temporary
status
of
groundwaters
within
the remedial class,
Section 620.330 also specifies the post-
remediation
standards
to
be
the
standards
applicable
to
the
class
to which the groundwater belonged prior to degradation.
Thus,
a
Potable
Resource
Groundwater
which
was
degraded
and
thereby
classified
as
Remedial
Groundwater
would
have
to
be
returned
to
Potable
Resource
Groundwater
status.
Standards
Applicable
to
Limited
Use
Groundwaters
--
Section
620.340
The
standard
proposed
to
be
applicable
to
Limited
Use
Groundwaters
is
the
basic
nondegradation
provision
as
proposed
at
Section
620.302.
In
today’s
proposal
this
nexus
is
made
through
a special section, Section 620.340.
However,
the Board is not
sure
that
this
device
is
necessary,
since
620.302
would
apply
to
115—1,911
—21—
Limited Use Groundwaters even
if 620.340 did not exist.
Interested
persons
are requested to comment on this matter.
Standards Applicable to Special Resource Groundwaters
--
Section
620.350
Since a groundwater is placed
in Class V:
Special Resource
Groundwaters
Dnly as the result of an affirmative action on the
part of the Board or the Agency
(see discussion,
p.
12),
it
is
intended that action also be the action which sets the standards
applicable to the groundwater
in question.
The default values
are proposed
to be those applicable to Class
I:
Potable Resource
Groundwaters.
Alternate Coal Mine TDS Standard
--
Section 620.360
Section 620.360 proposes an alternative total dissolved
solids standard applicable to certain coal mining conditions.
Other than for an alternative placement,
the Section is today
proposed substantially unaltered from the version proposed by the
Agency
(see Agency’s proposed Section 620.304(f)
in PC
#16)
.
The
rationale for this Section is that in the ground—redistribution
associated with coal mining,
groundwaters can be markedly
altered.
The Agency explains the operation of the Section as
follows:
The alternate total dissolved solids
(“TDS”)
criteria is based upon the maximum concentration of the
ambient TDS concentration level resulting from past
surface coal mining,
but not to exceed 3000 mg/l.
Such
a TDS
level will still allow the water to be used for
irrigation,
livestock watering,
and other beneficial
general uses.
In addition,
this level also corresponds
to the lower limit established by USEPA as an exempt
aquifer pursuant to
35
Ill. Adm. Code 730.104.
Also,
where coal mining activity creates groundwater where no
significant resource groundwater existed prior to
mining,
the TDS criteria for such groundwater is based
upon the maximum concentration of the ambient TDS
concentration level resulting from past surface coal
mining,
but not to exceed 5000 mg/l.
SUBPART D: MISCELLANEOUS PROCEDURES AND PROTOCOLS
Subpart
D contains various miscellaneous procedures and
protocols dealing with environmental protection of groundwater.
Most of these provisions are included
in both the Defenders’
proposal
(as Sections 620.501 and 620.502)
and the Agency’s
revised proposal
(PC #16 at Sections 620.310 and 620.315).
As
proposed today,
these provisions are organized into
a separate
Subpart.
1 15—191
—22—
Among
modifications
proposed
by
the
Board
are
elimination
of
those
portions
of
the
Agency
proposed
rule
which
become
unnecessary
under
the
classification
system
proposed
today,
and
division of the subject matter into a more-easily handled four
Sections.
One substantial departure from the existing proposals
is
elimination of the distinction between on-site and off-site
standards found at the Agency’s proposed Section 620.310(b) and
(d).
The Board is not convinced that the distinction is
justified,
at least as
a rule of general, applicability.
The
Board notes that
it continues to entertain a similar proposed
distinction for the special circumstances encountered in proposed
Parts 615 and
61611.
Section 620.405
is an attempt to c~~rify the location of the
point of compliance for the groundwate~~ tandards of Subpart
C.
-
Groundwater-standards
are
intended
‘t~~
“
~y~fl~Si~
~How~ver,~
sampling of groundwater is most often
c’
.e after the water has
left the ground,
as at a well head or
a
a spring.
The question
then arises as to whether a sample so
c’.:.llected can be used to
determine in situ compliance.
Section
.20.405 is intended to
answer this question in the affirmative,
under the theory that
such a sample,
properly collected,
is indicative of ~
situ
conditions.
The technical requirements proposed for wells are
intended to assure representative samples, as has been noted by
the
Agency
(Statement
of
Reasons,
p.
21).
SUBPART
E:
PREVENTIVE MANAGEMENT PROCEDURES AND CORRECTIVE ACTION
Subpart E sets outs preventive management procedures
applicable as rules of general applicability.
It should be noted
that more extensive preventive management procedures already
exist
for
specific
types
of
land
use
activities,
such
as
landfilling
and
underground storage of certain liquids, and that
the
instant
regulations
are intended to compliment rather than to
replace these regulations.
It should further be noted that more
extensive
preventive
management
programs
applicable
to
facilities
located within setback zones and regulated recharge areas are
under current,
independent review by the
Board12.
Applicability
—-
Section 620.501
Section 620.501 establishes that preventive management under
Subpart E
(although not necessarily under other law)
is limited
to
new
facilities
and
to
existing
facilities
located
with
a
11See
footnote
number
6.
12Ibid.
115—192
—23—
setback zone.
This provision
is as recommended by the Agency.
As the Agency notes,
it is consistent with Section
14.4 of the
Act,
which prescribes more stringent provisions for those
activities or sources that are not already
in existence.
As the
Agency further notes, distinguishing between new and existing
sites “results in
a gradual and manageable phase—in of these more
rigorous requirements”
(Agency Statement of Reasons,
p.
23)
The CICI recommends that there be no distinction made
between new and existing sites
in proposed Section 620.501
(R. at
486;
PC
#3)
.
The
CICI
believes
that,
among
other
matters,
uniform
application
of
triggers would minimize potential
expansion
conflicts
(R.
at
487-B).
While
the
Board appreciates
the CICI’s concern,
it
is
not
at
this
time convinced that the
problem warrants’the CICI’s solution.
It should be noted,
however, that the grandfathering and
“phasing-in”
of existing sites may be comparatively limited,
since existing sites
in setback zones are ~
grandfathered.
Setback zones are defined pursuant to the Act to include areas
surrounding all potable water supply wells, with the actual
distance dependent on the type of well
and the local physical
conditions
(see Sections 14.1,
14.2,
and 14.3
of the Act).
Individual setbacks may be from 75 feet to 1000 feet.
Moreover,
the number of potable water supply wells in Illinois is over
400,000.
Thus,
a significant portion of existing facilities will
be located within
a setback zone as a simple function of the
density of potable water supply wells.
The Board notes a particular difficulty
it has with a
construction
in this Section.
It
is use of the word “within” in
proposed 620.50l(a)(l).
Strictly speaking,
no site is likely to
be located “within” any body of groundwater,
unless that site is
itself located underground.
The Board has been tempted to
substitute the word “above”
or “over” for the word “within”,
as
conceptually more appropriate.
However, the Board believes that
this substitution may impart a substantially different meaning.
The Board requests comment on this matter.
Preventive Management Triggers
--
Section 620.505
Section 620.505 establishes that the detection of certain
constituents
in groundwater triggers
a preventive management
response.
For Class
I:
Potable Resource Groundwaters,
a
preventive management response
is triggered by the detection of
any of the constituents
for which
a Class
I groundwater standard
exists,
except where the constituent is present due to natural
background.
Included are constituents with MCL5, those with
significant evidence of carcinogenicity,
and sulfate, chloride,
and total dissolved solids
(TDS).
Thus,
the compounds of
greatest concern for a potable water resource are used as
triggers for preventive management response.
115—193
—24—
The
preventive
management
triggers
for
Class
II:
General
Resource
Groundwater
are
a subset of those for Class I.
Inorganic triggers are limited to highly toxic compounds such as
arsenic, chromium, cyanide,
lead,
and mercury, while the organic
triggers
are
those
compounds
of
concern
in
drinking
water
(compounds
with
current
or
proposed
MCLs
in
the
Safe
Drinking
Water Act).
Because data
is insufficient to accurately identify
the
average
constituency
and
usage
of
Class
II
groundwater,
the
Board
must
consider
these
triggers
adequate.
However,
given
the
inulticiplicity of ways that a groundwater may be classified as
a
Class
II
groundwater,
the
Board
requests
comment
on
the
appropriateness of these Class II triggers.
Preventive Management Response Procedures
——
Section
620.510
Section 620.510 sets out
preventive
management
response
procedures.
The Section generally follows similar language in
the
Agency’s
proposal.
.
“
,
.
Among
differences
is
that
today’s
proposal
at
Section
620.510(a)
allows
for
any
person
making
a
detection
to
confirm
the
detection
and
to
notify
the
appropriate
agency.
In
the
Agency’s
version
a
detection
may
be
determined
only
by
a
State
regulatory
agency
or
department,
or
the
owner
or
operator
of
a
regulated entity
(Section 620.402 of the Agency’s original
proposal or Section 620.405 of the Agency’s Revised Proposal;
Agency Statement of Reasons, p.
24-5).
The Board believes that
there may be others who make valid detections and who would be
excluded
from
triggering
preventive
management
by
the
language
of
the proposed subsection.
The reason for defining those who
detect
so
narrowly
is
not
apparent from the record.
Although it
is
possible
that
such
limitation
was
an
effort to guard against
possibly
frivolous
detection
claims,
the
Board
believes
that
it
is
best
that
such
limitation
should
be through the method
employed to
detect
and
the
confirmation
of
detection,
rather
than
limiting the persons who may detect.
Thus,
the Board has
established
this
“check”
by
use
of
the
definition
of
detection,
which
limits
detection
by
the
method
used
rather
than
the
person
using
it.
The
preventive
management responsibilities
of the
appropriate
agencies
and
those
sources
or
potential
sources
notified follows
in subsections 620.510(b),
(c),
(d),
and
(e),
in
essentially the same form as proposed by the Agency.
Corrective Action Triggers for Potable Resource Groundwaters
——
Section
620.515
Section 620.515 specifies the conditions and criteria which
trigger corrective action for Class
I:
Potable Resource
Groundwaters.
As the Agency explains this Section:
1
15—19L~
—25—
This
section
is
a specific response to Section 8(b)(4)
of the IGPA
(Ill.
Rev. Stat.
1987,
ch.
111 1/2,
par.
7458(b)(4)).
The applicable corrective action
is that
which is required by other law or regulations governing
the regulated entity that
is a source of the
contamination.
In other words,
this section
establishes a groundwater “trigger”
for corrective
action under other State or Federal programs.
(Agency
Statement of Reasons,
p.
25-6).
The Agency notes that corrective action triggers are
designed to be levels for the initiation of action,
rather than a
cleanup goal to be achieved
(R.
173,
180).
The Agency further
notes that it
is the Agency’s intent that the Subpart C standards
would become the applicable relevant and appropriate regulations
(“ARARs”)
which would be applied under RCRA- and CERCLA-type
programs
(R.
at 188).
However,
it
is the Agency’s intent for
cleanup to be carried out under other programs
(such as RCRA and
CERCLA), but that a facility would be cleaned-up as close to the
levels indicated
in Subpart E as possible
(R.
at 190).
The Board
specifically requests comment on the appropriateness
of these
Agency’ s perspectives.
Four triggers for corrective action are specified.
The
nature of the trigger depends
on the nature of the contaminant.
The first category
is based upon Secondary Maximum Contaminant
Levels (“SMCLs”)
for seven listed constituents which have
organoleptic thresholds
less than the health—based threshold of
the Class
I groundwater standards;
these are found
in proposed
620.515(a).
The second category consists of carcinogens
identified pursuant to proposed Section 620.310(b).
The third
category consists of the components of gasoline,
benzene and
BETX,
which
are,
for organizational sake,
included within the
table of 620.515(a).
The fourth category includes any
contaminant for which a statistically significant increase above
background for any other constituent listed
in the Class I
groundwater standards
(i.e,
Section 620.310).
The criteria listed at Section 620.515(a)
are,
with the
exception of benzene and BETX, USEPA Secondary Maximum
Contaminant levels
(“SMCLs”).
The Agency originally recommended
that a Board Note follow the listing of criteria,
in the
following
form:
Board Note:
The criteria set forth in this subsection
are USEPA’s Secondary Maximum Contaminant Levels
(“SMCLs”)
for the listed constituents. These SMCLs are
based upon taste and odor thresholds.
The SMCLs are
less than tJSEPA’s Maximum Contaminant Levels
(“MCLs”).
USEPA’s MCLS are health-based and are the criteria set
forth
in
Section
620.310.
The
SMCLs
listed
in
subsection
(a) are less than the corresponding MCLs for
I
15—195
—26—
such
constituents
because
the
taste
and
odor
threshold
is less than the health-based threshold of the MCLs.
While
the
Board
accepts
the
Agency’s
rationale
for
use
of
the
SMCL5
in
the
context
of
Section
620.515(a),
it
does
not
believe
that
use
of
the
Board
Note
is
in
accord
with
other
constructions
used
in
this
proposed
Part.
Corrective Action Triggers for General Resource Groundwaters
——
Section 620.517
Corrective
action
triggers
for
Class
II:
General
Resource
Groundwaters
are
specified
at
Section
620.517.
These
triggers
are
those
groundwaters
standards
applicable
to
Class
I:
Potable
Resource
Groundwater
which
derive
either
from
MCL
determinations
(Section
620.310(a))
or
from
carcinogenicity
determinations
(Section
620.310(b)).
In
proposing
Class
I
standards
as
triggers
for-
±ass—II-corrective-—action;~the~Bbardfclllows
thegeneraI
-
perspective
of
the
Agency,
which
notes:
Using
Class I triggers
for Class II: General Resource
Groundwater
is
intended
to
help assure that
groundwaters of this class which already comply with
Class
I:
Potable
Resource
Groundwater
criteria
are
maintained at this better water quality level.
Detection
of
constituents
exceeding
this
criteria
would
cause
preventative
management
procedures
and
corrective
action
to
be
initiated.
(Agency
Statement
of
Reasons,
p.
27).
Exceptions
--
Section
620.520
Section 620.520 sets forth a procedure for exception to
required
corrective
action.
For
the
exception
to
apply,
the
Agency
must
determine
that
the
owner
or operator of an effected
facility has demonstrated one or more of four conditions.
These
conditions
include
demonstration
that
the
source
of
the
contamination is due to background or that the sampling result is
due
to
error
in
sampling,
analysis,
or
evaluation.
An
exception
may
also
be
granted
if
it
is
demonstrated
to
the
Agency’s
satisfaction
that:
(1)
the
contamination
will
not
exceed
any
applicable
groundwater
standards
as
set
forth
in
Subpart
C;
(2)
the
residual
environmental
and health risks posed by the
contaminants
do
not
cause
adverse effects; and
(3)
all
reasonable
actions
have
been
undertaken
to
minimize
the
degree and extent of
contamination.
Lastly,
an
exception
may
be
granted
if
it
is
demonstrated
that
the
contamination
is residual from
a completed
corrective
action
in
accordance
with
instructions
from
the
appropriate
agency.
This
grandfathering
provision
is
intended
to
assure that final determinations that were previously made
regarding
prior
closure
actions
will
be
recognized.
115--
196
—27—
The general content of Section 620.520 as proposed today
follows the Agency’s proposed subsection 620.415(c).
Among
differences
are
an
explicit
statement
that
an
owner
or
operator
may apply to the Agency to request a corrective action exception
and that the terms “significant hazard” have been replaced with
“adverse effects”..
The Board believes that this provision is in
keeping with the Agency’s intent of have the demonstration made
to the Agency.
Appeal Rights
——
Section 620.525
Section 620.525 specifies that the Agency’s exception
determination of Section 620.520
is appealable to the Board via
the procedures for appeal of permits found at Section 40 of the
Act.
This section is new today.
The Board believes that an
appeals procedure
is inherently necessary,
and that the permit
appeal procedures already in place are appropriate for the
instant need.
SUBPART F and APPENDICES:
HEALTH ADVISORIES
Subpart F establishes procedures for developing and issuing
a
Health
Advisory.
This
Subpart,
and
its
supportive
appendices,
are
today
proposed without intended substantive change from that
proposed by both the Agency and the Defenders.
As the Agency
explains:
A
Health
Advisory
is
a
means
for
the
Agency
to
establish a guidance level for a chemical substance or
a
mixture
of
chemical
substances
for
which
criteria
have
not
yet
been
set
under
Section
620.310.
This
advisory process is intended to mirror the procedure
used by USEPA to account
for substances detected in
groundwater that do not have promulgated criteria.
Also,
it should be noted that this Subpart codifies
existing practice by the Agency.
Because the Health Advisory provision,
and its attendant
Appendices,
have been presented to the Board without apparent
controversy,
and because the Board today does not itself propose
substantive amendment to the Agency/Defender version, the Board
will not here discuss these matters further.
The interested
person is particularly directed to the Agency’s Statement of
Reasons,
P.
28—36,
for
discussion
and
explanation.
The
Board
does,
however,
pose
a
question
of
its
own.
That
question is: Are Subparts F and its Appendices necessary
in light
of today’s proposed Section 620.310?
The Board notes that at
least some of the purpose behind the Health Advisory concept
is
to allow the Agency to make recognition of contaminants which do
not otherwise have numeric standards.
However,
given the broad
and automatic equation of MCLs with groundwater standards
115—197
—28—
pursuant to 620.310(a), plus the detectability standard for all
carcinogens of 620.310(b),
is there sufficient utility remaining
in
the
Health
Advisory
Concept
to
warrant
its
promulgation?
The
Board is inclined
to
delete
Subpart
F
and
the
Appendices
from
further consideration unless an affirmative case
is made for
their continued inclusion.
The
Board
further
notes
that
proposed
Section
620.601(b)
contained a reference to
35
Ill.
Adm.
Code
604.501
which
the
Board updated to 35
Ill.
Adm.
Code
611.231
due
to
the
recent
final action implementing the SDWA in Safe Drinking Water Act
Regulations, R88-26
(August
9,
1990).
The Board requests the
Agency,
in its review of Subpart F or any other portions of
rules,
discuss whether any additional changes should be made in
l~ghtof these recent amendments.
ORDER
The
Board
hereby
proposes
for
First
Notice
the
following
~.:1ditionsto
35
Ill.
Adm.
Code,
Subtitles
C
and
F.
The
Clerk
of
~e Board is directed to file these proposed amendments and rules
w~ththe Secretary of State.
115-- 198
—29—
TITLE
35:
ENVIRONMENTAL PROTECTION
SUBTITLE
C:
WATER
POLLUTION
CHAPTER
I:
POLLUTION CONTROL BOARD
PART
303
WATER USE DESIGNATIONS
AND
SITE SPECIFIC
WATER QUALITY STANDARDS
SUBPART
A:
GENERAL
PROVISIONS
Section
303.100
303.101
303.102
Section
303.200
303.201
303.202
303.303
303.204
Scope and Applicability
Multiple Designations
Rulemaking Required
SUBPART
B:
NONSPECIFIC
WATER
USED
DESIGNATIONS
Scope
and
Applicability
General Use Waters
Public and Food Processing Water Supplies
Underground Waters
Secondary Contact and Indigenous Aquatic Life Waters
SUBPART
C:
SPECIFIC USE DESIGNATIONS AND SITE SPECIFIC
WATER QUALITY STANDARDS
Section
303.300
303.301
303.311
303.312
303.321
303.322
303.323
303.331
303.341
303.351
303.352
303.353
303.361
303.430
303.441
303.442
303.443
Scope
and
Applicability
Organization
Ohio
River
Temperature
Waters Receiving Fluorspar Mine Drainage
Wabash River Temperature
Unnamed Tributary of the Vermilion River
Sugar
Creek
and
Its
Unnamed
Tributary
Mississippi River North Temperature
Mississippi River North Central Temperature
Mississippi River South Central Temperature
Unnamed Tributary of Wood River Creek
Shoenberger Creek; Unnamed Tributary of Cahokia Canal
Mississippi River South Temperature
Unnamed Tributary to Dutch Creek
Secondary Contact Waters
Waters Not Designated for Public Water Supply
Lake Michigan
SUBPART D:
THERMAL DISCHARGES
Scope and Applicability
Lake Sangchris Thermal Discharges
Section
303.500
303.502
I t)—IJ~)
—30—
Appendix
A
References
to
Previous
Rules
Appendix
B
Sources
of
Codified
Sections
AUTHORITY:
Implementing
Section
13
and
authorized
by
Section
27
of
the
Environmental
Protection
Act
(Ill.
Rev.
Stat.
1987,
ch.
111
1/2,
pars.
1013
and
1027).
SOURCE:
Filed
with
the
Secretary
of
State
January
1,
1978;
amended at 2
Ill.
Reg.
27,
p.
221, effective July
5,
1978;
amended at
3 Ill. Reg.
20,
p.
95, effective May
17,
1979;
amended
at 5
Ill. Reg.
11592, effective October 19,
1981; codified at
6
Ill. Reg. 7818;
amended at
6 Ill.
Reg.
11161, effective September
7,
1982; amended at
7
Ill. Reg.
8111,
effective June 23,
1983;
amended in R87—27 at 12
Ill. Reg.
9917, effective May 27,
1988;
amended in R87—2 at 13 Ill.
Reg.
15’
9, effect~ e September 22,
1989; amended in R87—36 at
14 Ill.
Reg.
9460,
fective May 31,
1990.
TITLE
35:
ENVIRONMENTAL PROTE
ON
SUBTITLE C:
WATER POLLUTIO’
CHAPTER I:
POLLUTION CONTROL B.~:ARD
PART 303
WATER USE DESIGNATIONS AND SITE
SPECIFIC WATER QUALITY STANDARDS
Section 303.203
Underground Waters
The undcrgr
put~enti~tisource
of
;ater
for
public
or
food
proce3sing
aupply
shall
meet
the general use and public and food processing water
supply
standards
of
Subparts
B
and
C,
Part
302-~ except
due
to
natural
causes.
The
underground
waters
of
Illinois
which
are
groundwater shall meet the standards set forth
in 35
111. Adm.
Code
620.
115—291)
—31—
TITLE
35: ENVIRONNENTAL PROTECTION
SUBTITLE
F: PUBLIC WATER SUPPLIES
CHAPTER
I:
POLLUTION
CONTROL
BOARD
PART
620
GROUNDWATER
QUALITY
SUBPART
A:
GENERAL
Section
620.
105
620.110
620.
115
620.
125
620.130
620.
135
Section
620.201
620.210
620.220
620.230
620.240
620.250
620.260
Section
620.301
620.305
620.307
620.
310
620.320
620.330
620.340
620.350
Purpose
Definitions
Prohibitions
Incorporations
by
Reference
Exemption from General Use Standards and Public and
Food Processing Water Supply Standards
Exclusion for Underground Water in Certain Man-Made
Conduits
SUBPART
B:
GROUNDWATER
CLASSIFICATION
Groundwater
Classes
Class
I:
Potable
Resource
Groundwater
Class
II:
General
Resource
Groundwater
Class
III:
Remedial
Groundwater
Class
IV:
Limited
Use
Groundwater
Class
V:
Special
Resource
Groundwater
Reclassification of Groundwater by Adjusted Standard
SUBPART
C: GROUNDWATER QUALITY STANDARDS
Compliance. Point
Sampling Procedures
Special Requirements for the Analysis of Carcinogens
Reporting Requirements
Applicability
Nondegradation
No
Penalty
for
Prior
Degradation
Standards Applicable to Class
I:
Potable
Resource
Groundwater
Standards Applicable to Class II: General Resource
Groundwater
Standards Applicable to Class III:
Remedial Groundwater
Standards Applicable to Class
IV: Limited Use
Groundwater
Standards Applicable to Class
V:
Special Resource
Groundwater
620.360
Alternate
Coal
Mine
TDS
Standard
620.405
620.410
620.415
620.420
SUBPART D: MISCELLANEOUS PROCEDURES AND PROTOCOLS
I
15—201
Section
620.501
620.505
620.510
620.515
SUBPART
E:
PREVENTIVE
MANAGEMENT
PROCEDURES
AND
CORRECTIVE ACTION
Applicability
Preventive Management Triggers
Preventive
Management
Response
Procedures
Corrective Action Triggers for Class
I:
Potable
Resource
Groundwater
620.517
Corrective Action Triggers for Class II: General
Resource Groundwater
620.520
Corrective Action Exceptions
620.525
Appeal
of
Agency
Exception
Determination
SUBPART
F:
HEALTH
ADVISORIES
Purpose
of
a
Health
Advisory
Issuance of a Health Advisory-
Publishing
Health
Advisories
Appendix
A
Appendix
B
Appendix
C
Procedures
for
Determining
Human
Threshold
Toxicant Advisory Concentration for Class
I:
Potable
Resource
Groundwater
Procedures for Determining Hazard Indices for
Class
I:
Potable
Resource
Groundwater
for
Mixtures
of Similar-Acting Substances
Guidelines for Determining When Dose Addition of
Similar-Acting Substances
in Class
I:.
Potable
Resource Groundwaters
is Appropriate
AUTHORITY:
Implementing
and
authorized
by Section 8 of the
Illinois Groundwater Protection Act (Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
par.
7458).
SOURCE:
Adopted
at
Ill.
Reg.
effective
NOTE:
Capitalization denotes statutory language.
Section
620.601
620.605
620.610
115—202
—33-
SUBPART A: GENERAL
Section 620.105
Purpose
This Part prescribes various aspects of groundwater quality,
including method of classification of groundwaters, standards for
quality of groundwaters, and various procedures and protocols for
the management and protection of groundwaters.
Section 620.110
Definitions
The definitions of the Environmental Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
par.
1001 et seq.)
and the Groundwater
Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
111 1/2,
par.
7451 et
seq.)
apply to this Part unless otherwise provided.
The
following definitions also apply to this Part.
“Act” means the Environmental Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2, pars.
1001 et seq.).
“Adverse Effect” means any gross or overt effect on an
organism,
including but not limited to reversible
histopathological damage,
severe convulsions,
irreversible functional
impairment and lethality,
as
well as any non—overt effect on an organism resulting
in functional impairment or pathological lesions which
may affect the performance of the whole organism, or
which reduces the organism’s ability to respond to an
additional
challenge.
“Agency” means the Illinois Environmental Protection
Agency.
“Appropriate agency” means the agency responsible for
regulating
a
facility
with
respect
to
groundwater,
including the Environmental Protection Agency,
Illinois
Department of Public Health,
Illinois Department of
Mines and Minerals, pursuant to 35
Ill.
Adm.
Code
704.193; 724.Subpart
F; 730.107; 73l.Subpart F;
750;
807.313;
807.318;
811;
Ill. Rev.
Stat 1989,
ch.
111
1/2,
par.
1022.3;
Ill.
Rev.
Stat.
1989,
ch.
96
1/2,
pars.
7901.01
et seq.;
and 62
Ill. Adm.
Code 1700
—
1850.
For facilities that are not regulated with
respect to groundwater by any other state
agency,
the
appropriate agency is the Illinois Environmental
Protection Agency
*
“AQUIFER” MEANS SATURATED
(WITH GROUNDWATER)
SOILS AND
GEOLOGIC MATERIALS WHICH ARE SUFFICIENTLY PERMEABLE TO
READILY YIELD ECONOMICALLY USEFUL QUANTITIES OF WATER
TO WELLS, SPRINGS, OR STREAMS UNDER ORDINARY HYDRAULIC
GRADIENTS.
(Ill.
Rev. Stat.
1989,
ch.
111
1/2,
par.
115—203
—34—
7453(b)).
For
the
purposes
of
this
Part,
“economically
useful”
means
150
gallons—per—day
or
more
of
water.
“BETX”
means
the
sum
of
the
concentrations
of
benzene,
ethylbenzene,
toluene,
and
xylenes.
“Board”
means
the
Illinois
Pollution
Control
Board.
“Carcinogen”
means
a
chemical,
or
complex
mixture
of
closely related chemicals,
which has been determined
in
accorda~icewith USEPA Guidelines for Carcinogenic Risk
Assessment,
incorporated by reference at Section
620.125,
to be a group A,
B1,
B2 or C carcinogen.
“COMMUNITY
WATER
SUPPLY”
MEANS~A
PUBLIC SUPPLY..
WHICh.
SERVES
OR
IS
INTENDED
TO
SERVE
AT
LEAST
15
SERVICE
CONNECTIONS USED BY RESIDENTS OR REGULARLY SERVES AT
LEAST 25 RESIDENTS.
-
(Ill.
Rev.’ St~t’. 1989,
ch.
111 1/2
par.
1003.05).
“CONTAMINANT” MEANS ANY SOLID,
LIQUID,
OR GASEOUS
MATTER, ANY ODOR,
OR
ANY
FORM OF ENERGY,
FROM WHATEVER
SOURCE.
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
par.
1003.06)
“Corrective action” means those actions, such as
monitoring and clean up actions, that may be imposed by
an appropriate agency when a determination has been
made pursuant to Subpart E that contamination of
groundwater has taken place and are necessary to
prevent a violation of the standards set forth in
Subpart
C.
“Detect”
,
“detectable” or “detection”
means found at:
USEPA’s Method Detection Limit as described
in 54
Fed. Reg.
22100,
incorporated by reference in
Section 620.125;
or
USEPA’s Method Quantification Limit as described
in “Test Methods for Evaluating Solid Wastes”,
incorporated by reference in Section 620.125.
“Ecologically Vital Groundwater” means
a groundwater
classified according to the criteria specified at
Section 620.205.
“Existing site” means a site that
is not a new site.
“Facility” means all contiguous
land and structures,
other appurtenances and improvements on the land used
for the treating,
storing,
handling,
or disposal of any
material which causes that unit to be regulated under
115—204
—35—
this Part.
A facility may consist of one or more
operational units.
“GROUNDWATER” MEANS UNDERGROUND WATER WHICH OCCURS
WITHIN THE SATURATED ZONE
AND
GEOLOGIC MATERIALS WHERE
THE FLUID PRESSURE IN THE PORE SPACE IS EQUAL TO OR
GREATER THAN ATMOSPHERIC PRESSURE.
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
par.
1003.64).
“Groundwater standard” means
any
of
the
water
quality
standards for groundwater set forth in Subpart
C.
“Groundwater Protection Act” means the Illinois
Groundwater Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
111 1/2, pars.
7451 et seq.).
“Hydrologic balance” means the relationship between the
quality and quantity of water inflow to, water outflow
from,
and water storage in
a hydrologic unit such as a
drainage basin,
aquifer, soil zone,
lake,
or reservoir.
It encompasses the dynamic relationships among
precipitation,
runoff,
evaporation, and changes in
ground and surface water storage.
“LOAEL”
or
“Lowest
observable
adverse
effect
level”
means the lowest tested concentration of a chemical or
substance which produces
a statistically significant
increase in frequency or severity of non-overt adverse
effects between the exposed population and its
appropriate control.
A LOAEL may be determined for a
human population
(LOAEL-H)
or an animal population
(LOAEL-A).
“MAJOR RECONSTRUCTION”
MEANS
THE FIXED CAPITAL COST OF
NEW COMPONENTS CONSTRUCTED WITHIN A 2-YEAR PERIOD
EXCEED 50
OF THE FIXED CAPITAL COST OF A COMPARABLE
ENTIRELY NEW FACILITY.
New components
do not include
any components necessary for pollution control.
(Ill.
Rev.
Stat.
1989,
ch.
111 1/2,
par.
1003.59).
“Natural background” means the level of constituents in
groundwater not caused by human activity.
“New site” means
a site that,
after the effective date
of this Subpart:
Has changed
zones
from property class to
commercial business,
commercial office,
or
industrial;
or
Is not a site for agricultural production and:
Undergoes major reconstruction;
or
115—205
—36—
Contains
a
new
potential
primary
or
secondary
source.
“NOAEL”
or
“No
observable
adverse
effect
level”
means
the
highest
tested
concentration
of
a
chemical
or
substance
which
does
not
produce
a
statistically
significant increase in frequency or severity of non—
overt adverse effects between the exposed population
and its appropriate control.
A NOAEL may be determined
for
a
human
population
(NOAEL-H)
or
an
animal
population
(NOAEL-A).
“NON-COMMUNITY WATER SUPPLY” MEANS A PUBLIC WATER
SUPPLY
THAT
IS
NOT
A
COMMUNITY
WATER
SUPPLY.
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2
par.
1003.05).
‘“Operator”
means-the
person
responstble’for
the
overall
operation of a facility or unit.
“Owner” means the person who owns a site or part of a
site,
or
who
owns
the
land
on
which
the
site
is
located.
“POTABLE”
MEANS
GENERALLY
FIT
FOR
HUMAN
CONSUMPTION
IN
ACCORDANCE WITH ACCEPTED WATER SUPPLY PRINCIPLES AND
PRACTICES.
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
par.
7453 (h))
“POTENTIAL PRIMARY SOURCE” MEANS
ANY
UNIT
AT
A
FACILITY
OR SITE NOT CURRENTLY SUBJECT TO A REMOVAL OR REMEDIAL
ACTION WHICH:
IS UTILIZED FOR THE TREATMENT,
STORAGE,
OR DISPOSAL OF
ANY
HAZARDOUS OR SPECIAL WASTE NOT
GENERATED AT THE SITE;
OR IS UTILIZED FOR THE DISPOSAL
OF MUNICIPAL WASTE NOT GENERATED AT THE SITE, OTHER
THAN LANDSCAPE WASTE AND CONSTRUCTION
AND
DEMOLITION
DEBRIS; OR IS UTILIZED FOR THE LANDFILLING,
LAND
TREATING,
SURFACE IMPOUNDING OR PILING OF
ANY
HAZARDOUS
OR SPECIAL WASTE THAT IS GENERATED ON THE SITE OR AT
OTHER SITES OWNED,
CONTROLLED OR OPERATED BY THE SAME
PERSON; OR STORES OR ACCUMULATES AT ANY TIME MORE THAN
75,000 POUNDS ABOVE GROUND, OR MORE
THAN
7,500 POUNDS
BELOW GROUND,
OF ANY HAZARDOUS SUBSTANCES.
(Ill.
Rev.
Stat.
1989,
ch.
111 1/2, par.
1003.59).
“POTENTIAL ROUTE” MEANS ABANDONED
AND
IMPROPERLY
PLUGGED
WELLS
OF
ALL
KINDS,
DRAINAGE
WELLS,
ALL
INJECTION WELLS, INCLUDING CLOSED LOOP HEAT PUMP WELLS,
AND
ANY EXCAVATION FOR THE DISCOVERY,
DEVELOPMENT OR
PRODUCTION OF STONE,
SAND OR GRAVEL.
(Ill.
Rev. Stat.
1989,
ch.
111 1/2, par.
1003.58).
115—206
—37—
“POTENTIAL
SECONDARY
SOURCE”
MEANS
ANY
UNIT
AT
A
FACILITY OR A SITE NOT CURRENTLY SUBJECT TO A REMOVAL
OR REMEDIAL ACTION, OTHER THAN A POTENTIAL PRIMARY
SOURCE, WHICH:
IS UTILIZED FOR THE LANDFILLING,
LAND
TREATING,
OR SURFACE IMPOUNDING OF WASTE THAT IS
GENERATED ON THE SITE OR AT OTHER SITES OWNED,
CONTROLLED OR OPERATED BY THE SAME PERSON,
OTHER THAN
LIVESTOCK
AND
LANDSCAPE WASTE,
AND
CONSTRUCTION
AND
DEMOLITION
DEBRIS;
OR
STORES
OR
ACCUMULATES
AT
ANY
TIME
MORE
THAN
25,000
BUT
NOT
MORE
THAN
75,000
POUNDS
ABOVE
GROUND,
OR
MORE
THAN
2,500
BUT
NOT
MORE
THAN
7,500
POUNDS
BELOW
GROUND,
OF
ANY
HAZARDOUS SUBSTANCES; OR
STORES
OR
ACCUMULATES
AT
ANY
TIME MORE
THAN
25,000
GALLONS ABOVE GROUND,
OR
MORE
THAN
500
GALLONS
BELOW
GROUND,
OF PETROLEUM,
INCLUDING CRUDE OIL OR ANY
FRACTION THEREOF WHICH IS NOT OTHERWISE SPECIFICALLY
LISTED OR DESIGNATED AS A HAZARDOUS SUBSTANCE;
OR
STORES OR ACCUMULATES PESTICIDES,
FERTILIZERS, OR ROAD
OILS FOR PURPOSES OF COMNERCIAL APPLICATION OR FOR
DISTRIBUTION TO RETAIL SALES OUTLETS; OR STORES OR
ACCUMULATES AT ANY TIME MORE THAN 50,000 POUNDS OF ANY
DE-ICING AGENT; OR IS UTILIZED FOR HANDLING LIVESTOCK
WASTE OR FOR TREATING DOMESTIC WASTEWATERS OTHER THAN
PRIVATE SEWAGE DISPOSAL SYSTEMS AS DEFINED IN THE
“PRIVATE SEWAGE DISPOSAL LICENSING ACT”.
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2, par.
1003.60)
“Practical Quantitation Limit” or “PQL” means the
lowest concentration or level that can be measured
within specified limits of precision and accuracy
during routine laboratory operating conditions as set
forth in “Test Methods for Evaluating Solids Wastes,
Physical/Chemical Methods”,
incorporated by reference
in Section 620.125,
or “Methods Manual for Organics
in
Drinking Water”,
incorporated by reference
in Section
620.
125.
“PUBLIC WATER SUPPLY” MEANS ALL
MAINS,
PIPES
AND
STRUCTURES THROUGH WHICH WATER IS OBTAINED AND
DISTRIBUTED TO THE PUBLIC,
INCLUDING WELLS AND WELL
STRUCTURES,
INTAKES AND CRIBS, PUMPING STATIONS,
TREATMENT PLANTS,
RESERVOIRS, STORAGE TANKS AND
APPURTENANCES,
COLLECTIVELY OR SEVERALLY,
ACTUALLY USED
OR INTENDED FOR USE FOR THE PURPOSE OF FURNISHING WATER
FOR DRINKING OR GENERAL DOMESTIC USE AND WHICH SERVE AT
LEAST
15 SERVICE CONNECTIONS OR WHICH REGULARLY SERVE
AT LEAST 25 PERSONS AT LEAST 60 DAYS PER YEAR.
A
PUBLIC WATER SUPPLY IS EITHER A “COMMUNITY WATER
SUPPLY”
OR A “NON-COMMUNITY WATER SUPPLY”.
(Ill.
Rev.
Stat.
1989,
ch.
111 1/2 par.
1003.28).
ii 5—207
—38—
“Regulated
entity”
means
a
facility
or
unit
regulated
for groundwater protection by any State or federal
agency.
“REGULATED
RECHARGE
AREA”
MEANS
A
COMPACT
GEOGRAPHIC
AREA,
AS
DETERMINED
BY
THE
BOARD
pursuant
to
Section
17.4
of
the
Act,
THE
GEOLOGY OF WHICH RENDERS A POTABLE
RESOURCE
GROUNDWATER
PARTICULARLY
SUSCEPTIBLE
TO
CONTAMINATION.
(Ill.
Re’,’-.
Stat.
1989,
ch.
111
1/2
par.
1003.67)
“RESOURCE GROUNDWATER”
M::ANs GROUNDWATER THAT IS
PRESENTLY BEING OR IN THE FUTURE CAPABLE OF
BEING
PUT
TO BENEFICIAL USE BY REASON OF BEING OF SUITABLE
QUALITY.
(IL
Rev. Sta..
1989,
ch.
111
1/2, par.
7453(j)).
“Return
flow”
means
~
.water~thatroturns~to~the’
ground’s surface or to
~epth of biologic activity.
“SETBACK ZONE” MEANS A G:~OGRAPHICAREA,
DESIGNATED
PURSUANT TO THIS ACT, CONTAINING A POTABLE WATER SUPPLY
WELL OR A POTENTIAL SOURCE OR POTENTIAL ROUTE HAVING A
CONTINUOUS BOUNDARY, AND WITHIN WHICH CERTAIN
PROHIBITIONS OR REGULATIONS ARE APPLICABLE IN ORDER TO
PROTECT GROUNDWATERS.
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2 par.
1003.61).
“SITE” MEANS ANY LOCATION,
PLACE,
TRACT
OF
LAND,
AND
FACILITIES,
INCLUDING BUT NOT LIMITED TO BUILDINGS,
AND
IMPROVEMENTS USED FOR PURPOSES SUBJECT TO REGULATION OR
CONTROL BY THIS ACT OR REGULATIONS THEREUNDER, and the
Groundwater Protection Act or regulations thereunder.
(Ill.
Rev. Stat.
1989,
di.
111 1/2,
par.
1003.61)
“Spring” means a natural surface discharge of an
aquifer from rock or soil.
“Threshold dose” means the lowest dose of a chemical at
which a specified measurable effect is observed and
below which
it is not observed.
“Treatment” means the technology,
treatment techniques,
or other procedures for compliance with 35
Ill.
Adm.
Code:
Subtitle F.----NOTE:
DIFFERENT FROM 615
DEFINITION
“Unit”
means
ANY
DEVICE,
MECHANISM,
EQUIPMENT,
OR
AREA
(EXCLUSIVE OF
LAND
UTILIZED
ONLY
FOR
AGRICULTURAL
PRODUCTION).
(Ill.
Rev.
Stat.
1989,
ch.
111 1/2,
par.
1003.62)
115—208
—39—
“USEPA” or “U.S.
EPA” means the United States
Environmental Protection Agency.
Section 620.115
Prohibition
No person shall cause,
threaten or allow a violation of the Act,
the Groundwater Protection Act or 35
Ill. Adm.
Code:
Subtitle
F
regulations adopted by the Board thereunder,
including but not
limited to this Part.
Section 620.125
Incorporations by Reference
a)
The Board incorporates the following material by
reference:
EMSL.
Available from Environmental Monitoring
Systems Laboratory, Office of Research and
Development, USEPA,
Cincinnati,
Ohio 45268,
(513-
569—7562)
“Methods for Chemical Analysis of Water and
Wastes,” EPA Publication No. EPA—600/4-79-
020,
(March 1983)
“Methods for the Determination of Organic
Compounds in Drinking Water,”
EPA, EMSL,
EPA-
600/4—88/039
(Dec.
1988)
GPO.
Available from:
Superintendent of Documents,
U.S. Government Printing Office, Washington,
D.C.
20401,
(202—783—3238)
“Practical Guide for Ground—Water Sampling,”
EPA Publication No. EPA/600/2—85/l04
(September
1985)
“RCRA Groundwater Monitoring Technical
Enforcement Guidance Document,” EPA
Publication No. OSWER-9950.l
(September
1986)
“Test Methods for Evaluating Solid Wastes,
Physical/Chemical Methods,”
EPA Publication
No. SW-846
(Third Edition,
1986,
as amended
by Revision
I
(December 1987).
USEPA Guidelines for Carcinogenic Risk
Assessment,
51
Fed.
Reg
33992—34003
(September 24,
1986).
40
CFR
141
(1989)
40
CFR
300
(1989)
115-- 209
—40—
54
Fed.
Reg.
22100
(May
22,
1989).
USGS.
Available
from:
Distribution
Branch,
United
States Geological Survey,
604 South Pickett
Street,
Alexandria,
VA 22304,
(703—648—7411):
“Techniques
of
Water
Resources
Investigations
of
the
United
States
Geological
Survey,
Guidelines
for Collection and Field Analysis
of
Ground-Water
Samples
for
Selected
Unstable
Constituents,” Book
I, Chapter D2
(1981).
b)
This
Section
incorporates
no
later
editions
or
amendments.
Section 620.130
Exemption from General Use Standards
and
Public
and
Food
Processing
water
Supply-’
Standards
Groundwater
is
not
required to meet the general use standards and
public
and
food
processing
water
supply
standards
of
35
Ill.
Adm.
Code
302.Subparts
B
and
C.
Section
620.135
Exclusion
for
Underground
Water
in
Certgain
Man-Made
Conduits
This
Part
does
not
apply
to
underground waters contained in
subsurface drains, tunnels,
reservoirs,
storm sewers,
tiles or
sewers.
115—210
—41—
SUBPART
B:
GROUNDWATER
CLASSIFICATION
Section
620.201
Groundwater
Classes
All
groundwaters
of
the
State
belong
to
one
of
the
following
five
classes
of
groundwater
in
accordance
with
criteria
specified
in
Sections
620.210 through 620.250:
a)
Class
I:
Potable
Resource
Groundwater;
b)
Class II: General Resource Groundwater;
C)
Class
III:
Remedial
Groundwater;
d)
Class
IV:
Limited
Use
Groundwater;
or
e)
Class
V:
Specia-1--Resource~’Gro~undwat’er-.-
Section 620.210
Class
I:
Potable Resource Groundwater
a)
A
groundwater
is
a
Potable
Resource
Groundwater
if:
1)
Its
natural
background
is
less
than
or
equal
to
the
maximum
contaminant
levels
(MCL5)
found
at
35
Ill.
Adm.Code
61l.Subpart
F.
2)
It
can
be
withdrawn
at
a
rate
greater
than
563
liters per day
(150 gallons per day).
b)
If
a
groundwater
meets
the
criteria
of
subsection
(a)
except
that
the
concentrations
of
one
or
more
of
the
following
naturally
occurring
constituents
exceed
the
standards
of
subsection
(a)
(I),
but
can
be
treated
to
meet
the
standards of subsection
(a) (1), then such
groundwaters shall also belong to Class
I:
1)
Iron;
2)
Manganese;
3)
Radioactive
constituents.
Section 620.220
Class II: General Resource Groundwater
A
groundwater
is
a
General
Resource
Groundwater
if
it
is
not
a
Class
I,
III,
IV,
or V groundwater in accordance with
criteria
specified in Section 620.210, Section 620.230, Section 620.240 or
Section
620.250.
Section
620.230
Class
III:
Remedial
Groundwater
A
groundwater
is
a
Remedial
Groundwater
if
it
is:
115—211
—42—
a)
Contaminated groundwater from
a site listed on the:
1)
National Priorities List
(40 CFR 300),
as
incorporated
by reference in Section 620.125;
or
2)
State
Remedial
Action
Priorities
List
(35
Ill.
Adm.
Code 860.210),
except those sites that are
listed
in
the
Remediated
Releases
Group.
b)
Contaminated groundwater from leaking underground
storage tank sites that are the subject of corrective
action
approved
by
the
Agency
under
Section
22.18(b)
of
the
Act,
until
corrective action at such sites
is
completed.
c)
Groundwater within an area which
is
the
subject
of
corrective
action
approved by’the Agency ‘under~35‘Ill.
Adm.
Code 724.Subpart F,
until corrective action is
completed.
d)
Groundwater that is undergoing corrective action under
35 Ill.
Adm.
Code: Subtitle
F, until corrective action
is completed.
e)
Groundwater at a coal mining site permitted by the
Illinois Department of Mines and Minerals under the
Surface Coal Mining Land Conservation and Reclamation
Act
(Ill.
Rev.
Stat.
1989,
ch.
96
1/2,
pars.
7901.01
et
seq.,
as amended) and 62
Ill. Adm.
Code 1700
-
1850 for
which
the
hydrologic
balance
is
disturbed,
groundwater
within
an underground coal mine,
or within the area
from which overburden has been removed
at a coal mining
site, until reclamation and related groundwater
monitoring have been completed.
f)
Groundwater within a previously mined area, until
groundwater
monitoring
pursuant
to
62
Ill.
Adm.
Code
1700
—
1850 demonstrates that the groundwater is
capable of beneficial use.
For purposes of this
subsection
(d) (6),
the term “previously mined area”
means land disturbed or affected by earlier coal mining
operations that was not reclaimed in accordance with 62
Ill.
Adm.
Code 1700
—
1850.
g)
Groundwater found by the Board to require remedial
action in any proceeding conducted
in accordance with
Section 620.260.
Section 620.240
Class IV: Limited Use Groundwater
Limited Use Groundwater
is:
1 l5—~i12
—43—
a)
Groundwater
that
naturally
contains
more
than
10,000
mg/L of total dissolved solids;
b)
Groundwater which has been designated by the Board as
an exempt aquifer pursuant to 35 Ill.
Adm.
Code
730.104;
or
c)
Groundwater found by the Board, pursuant to the
procedures set forth in Section 620.260, to have a
concentration or one or more contaminants which renders
the groundwater unsuitable for potable or general use.
Section 620.250
Class V: Special Resource Groundwater
a)
A
-
roundwater
is a Special Resource Grpun~water_iLi~
is;
1)-
.
Foun&+
-
he
Board,
purs-u-an--t-e-proeedure~s---set
forth
i
ection 620.260, to warrant the
applica
Jfl
of a water quality standard different
from th~ otherwise applicable water quality
standar
specified
in Subpart C; or
2)
Designated by the Agency based on the criteria
developed pursuant to subsection
(b)
as
ecologically vital,
in that the groundwater
provides the return flow for a particularly
sensitive ecological system.
b)
The Agency,
in cooperation with the Department of
Conservation
and
the
Department
of
Energy
and
Natural
Resources,
shall develop a regulatory proposal
for
the
designation of Ecologically Vital Groundwaters based on
available information, including, but not limited to,
information concerning wetlands, endangered species,
threatened sp~cies, natural areas and aquatic systems.
The Agency shall present such proposal for classifying
Ecologically
Vital Groundwaters to the Board for
adoption.
Section 620.260
Reclassification of Groundwater by Adjusted
Sta:~idard
Any person may petition the Board to reclassify a groundwater in
accordance with the procedures for adjusted standards specified
in Section 28.1 of the Act and 35 Ill.
Adm.
Code l06.Subpart
G.
In any proceeding to reclassify specific groundwater by adjusted
standard,
in addition to the requirements of 35
Ill.
Adm.
Code
106.Subpart
G, and Section 28.1(c)
of the Act, the petition
shall, at a minimum, contain information to allow the Board to
determine:
115—213
—44—
a)
The
specific
groundwater
for
which
reclassification
is
requested,
including
but
not
limited
to
geographical
extent
of
any
aquifers,
depth
of
groundwater,
and
rate
and
direction
of
groundwater
flow;
b)
Whether
the
proposed
change
or
use
restriction
is
necessary
for
economic
or
social
development,
by
providing
information
including,
but
not
limited
to,
the
impacts
of
the
standards
on
the
regional
economy,
social
disbenefits
such
as
loss
of
jobs
or
closing
of
facilities,
and
economic
analysis
contrasting
the
health and
environmental
benefits
with
costs
likely
to
be incurred in meeting the standards would be
beneficial
or
necessary;
c)
Existing and anticipated uses of the specific
groundwater;
~)
Existing
and
anticipated
quality
of
the
specific
groundwater;
e)
Existing and anticipated contamination,
if’ any,
of the
specific
groundwater;
f)
Technical
feasibility
and
economic
reasonableness
of
eliminating
or
reducing
contamination
of
the
specific
groundwater
or
of
maintaining
existing
water
quality;
g)
All
technically
feasible
and economically reasonable
methods are being used to prevent the degradation of
groundwater
quality
h)
The
anticipated
time
period
over
which
contaminants
will
continue
to
affect
the
specific
groundwater;
i)
Existing
and
anticipated
impact
on
any
potable
water
supplies
due
to
either
contamination
or
interruption;
j)
Availability
and
cost
of
alternate
water
sources
or
of
treatment
for
those
users
adversely
affected;
k)
Negative
or
positive
effect
on
property
values;
and
1)
For
return
flow
groundwater,
negative
or
positive
effect
on:
1)
The
quality
of
surface
waters;
and
2)
Wetlands,
natural
areas,
and
the
life
contained
therein,
including
endangered
or
threatened
species
of plant,
fish or wildlife listed pursuant
to
the
Endangered
Species
Act
16
U.S.C.
~531
et
seq.,
or
the
Illinois
Endangered
Species
.115—214
—45—
Protection
Act
(Ill.
Rev.
Stat.
1989,
ch.
8,
par.
331
et
seq.).
115—215
—46—
SUBPART C: GROUNDWATER QUALITY STANDARDS
Section
620.301
Applicability
Groundwaters
shall
meet
the
standards
appropriate
to
the
groundwaters’
class,
as
specified
in
this
Subpart,
except
where
due
to
natural
background.
Section
620.305
Nondegradation
Groundwaters
whose
existing
quality
is
better
than
the
water
quality
standards
of
this
Subpart at the effective cate of this
Part shall be maintained at their existing high quality.
Such
waters
shall
not be lowered in quality unless and until
it is
affirmatively demonstrated that such char:~ewill
no-i
interfere
with or become injurious to any appropriate benefit
al uses made
of,
or
presently
possible
in,
such waters and that
ch chanqe is
justifiable
as
a~resu1t’of
necessary
economic’or~’
a1
development.
Section 620.307
No Penalty for Prior Degradaticn
a)
No
person
shall
be
liable
for
penalties
assessed
by
the
State
under
this
Part
for
degradation
of
groundwater
caused
by
lawful
activities
that
took
place
prior
to
the
effective
date
of
this
Part.
b)
Nothing
in this Section shall limit the authority of
the Board, the Agency or any other appropriate agency
to require corrective action.
Section 620.310
Standards Applicable to Class
I::
Potable
Resource
Groundwater
a)
Groundwater
standards
are
the
same
as
the
maximum
contaminant levels
(MCLs) specified in 35 Ill.
Adm.
Code
611.Subpart
F,
except
as
otherwise
specified
in
this
Section.
In
the
event
that
35
Ill.
Adm.
Code
611.Subpart
F
specifies
more
than
one
MCL
for
any
given
contaminant, the Class
I groundwater standard is the
more restrictive MCL.
b)
The
groundwater
standard
for
a
constituent
identified
as a carcinogen,
as defined at Section 620.110, shall
be at the concentration at which the constituent is
detected as defined at Section 620.110.
c)
Miscellaneous constituents:
Standard
Constituent
(mc;/L)
Chloride
200
Sulfate
400
115—216
—47—
Total
Dissolved
Solids
(TDS)
1200
d)
pH
shall
not
be
less
than
6.5
nor
more
than
9.0.
e)
Contaminants
must
not
be
present
in
concentrations
which,
alone
or
in
combination
with
other
substances,
cause adverse effects.
Section 620.320
Standards Applicable to Class II: General
Resource
Groundwater
a)
The
groundwater
standard
for
any
organic
chemical
constituent
shall
be
five
times
the
standard
applicable
to
a
Class
I
groundwater,
determined
pursuant
to
Section
620.310(a)
,x~pt.,
as
otherwise
provided.
,in~.
this
Section.
Except—a~---otherwise
provided’
±n—subsect±on~c~ttx~~
groundwater
standard
for
a constituent identified as a
carcinogen,
as
defined
at Section 620.110, shall be at
the
concentration
at
which
the
constituent
is
detected
as
defined
at
Section
620.110.
C)
Miscellaneous constituents:
Standard
Constituent
(mg/L)
Barium
5
Boron
2
Cadmium
0.5
Chloride
200
Chromium
1.0
Cobalt
1
Copper
1.3
Cyanide
0.6
ortho—Dichlorobenzene
1.5
Ethylbenzene
1.0
Fluoride
0.2
Lead
0.1
Mercury
0.1
Nickel
2.0
Selenium
0.02
Sulfate
400
Toluene
5.0
Total Dissolved Solids
(TDS)
1200
Zinc
10
d)
pH shall not be less than 6.5 nor more than 9.0.
Section 620.330
Standards Applicable to Class
III:
Remedial
Groundwater
115—217
—48—
a)
Prior
to
the
completion
of
remediation
or
reclamation,
groundwater
standards
shall
be
equal
to
the
existing
concentrations
of
contaminants
in
the
groundwater
underlying
the
site,
as
determined
by
groundwater
monitoring.
b)
Except
as
provided
in
subsection
(c),
standards
to
be
achieved
for
remediation
or
reclamation
of
Class
III:
Remedial
Groundwater
shall
be
the
groundwater
standards
appropriate
to
that
groundwater’s
class,
as
set
forth
in
this
Subpart.
c)
In
a
proceeding
conducted
pursuant
to
the
procedures
of
Section
620.260,
the
Board
may
specify
standards
for
remediation
and
reclamation
dif.Lerent.irom
those,
of,
subsection
(b).
Such
standards
shall
apply
only
to
the
groundwaters specifically identified
in the proceeding.
Section
620.340
Standard
Applicable
to
Class
IV:
Limited
Use
Groundwater
The
groundwater
standard
applicable
to
Limited
Use
Groundwaters
is the nondegradation standard of Section 620.305, except as
determined
in a proceeding pursuant to Section 620.260.
Section
620.350
Standards
Applicable
to
Class
V:
Special
Resource
Groundwater
Unless
determined
otherwise
in
the
proceeding,
pursuant
to
Section
620.260,
in
which
the
groundwater
was
classified
as
Class
V1
the
standard
for
any
substance
is
the
standard
applicable
to
a
Class
I:
Potable
Resource
Groundwater
pursuant
to
Section
620.
310.
Section
620.360
Alternate
Coal
Mine
TDS
Standard
a)
This
section
shall
apply
only
if
the
coal
mine
has
been
permitted
by
the
Illinois
Department
of
Mines
and
Minerals,
pursuant
to
62
Ill.
Adm.
Code
1700
—
1850,
and
applicable
groundwater
quality
monitoring
has
been
performed
and
reported
to
such
Department.
b)
Sections
620.310,
620.320,
620.330,
620.340
and
620.350
notwithstanding,
after
reclamation
at
a
coal
mine
has
been
completed,
the
concentration
of
total
dissolved
solids
(TDS)
shall
not
exceed:
1)
The
post-mining
ambient
level
or
3000
mg/L,
whichever
is
less,
for
groundwater
within
an
area:
A)
Bounded
by
a
perimeter
located
200
feet
around
the
area
from
which
overburden
has
been
removed;
or
115—218
—49—
B)
From
which
coal
has
been
extracted
from
an
underground
coal
mine;
or
2)
The
post-mining
ambient
level
or
5000
mg/L,
whichever
is
less,
for
groundwater
in
underground
coal
mines
and
in
areas
reclaimed
after
surface
coal mining if
the
Illinois
Department
of
Mines
and
Minerals
and
the
Agency
pursuant
to
62
Ill.
Adm.
Code
1700
-1850
have
determined
that
no
resource
groundwater existed prior to mining.
115—219
—50—
SUBPART
D:
MISCELLANEOUS
PROCEDURES
AND
PROTOCOLS
Section
620.405
Compliance
Point
Compliance
with
the
standards
of
Subpart
C
shall
be
determined
at
any
spring
at
the
point
of
discharge
from
the
spring
or
at
any
well
that
meets
one
or
more
of
the
following
criteria:
a)
The well has been permitted by the Department of Public
Health
or
the
Department
of
Mines
and
Minerals,
pursuant
to
62
Ill.
Adm.
Code
1700
-
1850,
or
has
been
located
and
constructed
(or
reconstructed)
to
meet
the
Illinois
Water
Well
Construction
Code
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
pars.
116.111
et
seq.,
as
amended)
and
35
Ill.
Adin.
Code
920.
b)
The
well
has
been
permitted
by
the
Agency
pursuant
to
35
Ill.
Adm.
Code
602.101
or~6’O’2.1O’2;~or”iias
‘been
constructed
in
accordance
with
standards
adopted
by
the
Agency
pursuant
to
35
Ill.
Adm.
Code
602.115.
c)
The
well
is
a
monitoring
well
which
meets
the
following
minimum
criteria:
1)
Well
casings
and
screens
are
made
from
material
-
resistant
to
expected
chemical
or
physical
degradation,
and
are
made
of
materials
that
do
not
interfere
with
the
quality
of
groundwater
samples
being
collected.
Well
casings
and
screens
are
made
from
fluorocarbon
resins,
stainless
steel,
or
other
similarly
inert
material
in
the
saturated
zone
if
the
well
casings
or
screens
may
interfere
with
the
sampling
results.
2)
The
annular
space
opposite
the
screened
section
of
the
well
(i.e.,
the
space
between
the
bore
hole
and
well
screen)
are
filled
with
gravel
or
sand
in
order
to
collect
groundwater
samples.
The
annular
space above and below the well screen are to be
sealed
to
prevent
migration
of
water
from
adjacent
formations
and
the
surface
to
the
sampled
depth.
Section
620.410
Sampling
Procedures
Any
sample
taken
to
make
a
demonstration
pursuant
to
this
Subtitle
shall
be
collected
in
accordance
with
the
procedures
set
forth in the documents listed in Section 620.125(a) (4) through
(a)
(9),
except
that:
a)
For
a
potable
well
other
than
a
community
water
supply
well,
the
sample
shall
be,taken
at
a
sample
tap
located
prior to any treatment or at the nearest tap to the
potable water well.
115—220
—51—
b)
For
a
community
water
supply
well,
the
sample
shall
be
taken
at
the
sample
tap
prior
to
any
treatment.
c)
For
a
water
well
other
than
a
potable
water
well
(e.g.,
a livestock watering well or an irrigation well), the
sample
shall
be
taken
at
a
point
prior
to
any
treatment
or
chemical
addition.
d)
For a monitoring well, the sample shall
be withdrawn
from
the
well
and
filtered
prior
to
inorganic
analysis
with
a 0.45 micron filter.
Groundwater elevation in
the
groundwater
monitoring
well
must
be
determined
an’~
recorded
each
time
groundwater
is
sampled.
e)
For
a
spring,
the
sample
shall
be
taken
at
the
point
ot
discharge
prior
to
any
mixing
with
surface
waters
and
-shall
be
filtered
-p~er—te inor~anic-
a-l-ys-is-with-—a-
0.45
micron
filter.
Section
620.415
Special Requirements for Analysis of
Carcinogens
The
analytical
methodology
used
for
the
analysis
of
carcinogens
must
be
consistent
with
both
of
the
following:
a)
The methodology must have a PQL at or below the
groundwater
standards
set
forth
in
this
Subpart;
and
b)
The
methodology
must
be
consistent
with
those
methodologies listed in the documents listed in
Section
620.125(a)(8)
and
(a)(9).
Section 620.420
Reporting Requirements
a)
This Section shall not apply to activities subject to
35
Ill.
Adm.
Code
615.Subpart
B
or
6l6.Subpart
B
or
units subject to Subpart F of 35
Ill. Adm. Code 724.
b)
At
a
minimum,
groundwater
monitoring
analytical
results
must
include
information,
procedures
and
techniques
for:
1)
Sample collection
(including but not limited to
name of sample collector, time and date of the
sample, method of collection, and identification
of the monitoring location);
2)
Sample preservation and shipment (including but
not limited to field quality control);
3)
Analytical procedures
(including but not limited
to the method detection limits, the PQL5 and
115—221
—52—
quality
assurance/quality
control
methodology)
and
4)
Chain
of
custody
control.
Ii
—53—
SUBPART
E:
PREVENTIVE MANAGEMENT PROCEDURES
AND
CORRECTIVE ACTION
Section
620.’SOl
Applicability
a)
This Subpart applies to:
1)
New sites located within Class
I:
Potable Resource
Groundwater,
Class II: General Resource
Groundwater or Class V:
Special Resource
Groundwater.
2)
Existing sites located within
a setback zone.
b)
Nothing in this Subpart shall
in any way limit the
authority of the Board,
of the State or of the United
States
to
require
or
perform
any
corrective
action,
reclamation,
or clean-up,
including but not limited to
removal
or
remedial
action,
under
any
State
or
Federal
law
or
regulation.
Section 620.505
Preventive Management Triggers
A
preventive
management
response
under
Section
620.510
shall
be
undertaken:
a)
Whenever
there
is
a
detection
in
a
Class
I:
Potable
Resource
Groundwater
of
any
contaminant
for
which
a
groundwater standard exists pursuant to Section
620.310(a),
(b)
or
(c), except where the contaminant is
present due to natural background.
b)
Whenever there is a detection
in
a Class II: General
Resource Groundwater of:
1)
Arsenic, cadmium, chromium,
cyanide,
lead or
mercury, except due to natural background; or
2)
Any of the following constituents is detected:
Alachlor
Aldicarb
Atrazine
Benzene
Carbofuran
Carbon
tetrachloride
Chlordane
Chlorobenzene
2,
4—D
ortho—Dichlorobenzene
para-Dichlorobenzene
1, 2-Dichloroethane
1, l-Dichloroethylene
115—223
—54—
cis-l,
2-Dichloroethylene
trans—i,
2-Dichloroethylene
1, 2—Dichioropropane
Endrin
Ethylbenzene
Heptachlor
Heptachlor epoxide
Lindane
Methoxychlor
Pentachlorophenol
Phenols
Polychlorinated
biphenyls
Styrene
2
,
4,
5—TP
Tetrachioroethylene
Toluene
Toxaphene
1,1,
l-Trichloroethane
Trichioroethylene
Vinyl chloride
Xylenes
Section 620.510
Preventive Management Response Procedures
a)
Any person making a detection of a contaminant pursuant
to Section 640.405 shall:
1)
Confirm the detection by resampling and
reanalysis.
Resampling shall be made within 30
days of the date upon which the results of the
original sample analyses were received.
2)
If the resample analysis confirms the detection,
notify the appropriate agency within 30 days of
the date on which the results of the sample
analyses are received, but no later than 90 days
after the results of the original sample were
received.
b)
If the sampling location is
a community water supply
-
well and the Agency receives notice under subsection
(a)
that
a detection has been confirmed,
the Agency
shall notify the owner or operator of any potential
primary source, potential secondary source, potential
route, or community water supply well known to the
Agency that is located within 3,000
feet of the
sampling location indicating the detection.
c)
If the sampling location is a non-community water
supply well or if multiple private water supply wells
may be adversely affected,
and the Department of Public
Health receives notice under subsection
(a)
that
a
detection has occurred,
the Department of Public Health
115—224
—55—
shall conduct a sanitary survey within 500 feet
of the
sampling location.
d)
The owner or operator notified under subsection
(b)
shall,
within
30
days
of
the
date
of
issuance
of
such
notice,
sample each of its own water wells or
monitoring wells for the parameter identified in the
-
notice if the parameter or material containing such
parameter is or has been stored,
disposed,
or otherwise
handled at the site.
If a constituent identified under
Section 620.505
is detected, then the water well shall
be resampled within 30 days of the date on which the
first sample analyses are received.
The results of
each analysis shall be reported to the Agency within 90
days of the date of issuance of the notice.
e)
If the Agency receives notice under subsection
(a) that
a
contaminant
identified
under
Section
620.505(a)
has
been
detected,
the
Agency
shall:
1)
Conduct
a
well
site
survey
pursuant
to
Section
17.1(d)
of
the
Act,
if
such
a
survey
has
not
been
previously
conducted
within
the
last
3
years;
and
2)
Identify those sites or activities which represent
a hazard to the continued availability
of
groundwaters for public use,
unless
a groundwater
protection needs assessment has been prepared
pursuant to Section
17.1 of the Act.
Section 620.515
Corrective Action Triggers for Class
I:
Potable Resource Groundwater
Corrective action shall take place if
a constituent is detected
pursuant to Section 620.505(a) and one or more of the following
exist:
a)
Any
of
the
following
concentrations
is
exceeded:
Concentration
Constituent
(rng/L)
BETX
0.095
Pentachlorophenol
0.03
para—Dichlorobenzene
0.005
ortho-Dichlorobenzene
0.01
Ethylbenzene
0.03
Styrene
0.01
Toluene
0.04
Xylenes
0.02;
or
b)
For a constituent other than those identified in
subsection
(a)
,
the constituent
is
a carcinogen and the
115—225
—56—
groundwater standard at Section 620.310(b)
is exceeded;
or
c)
For
a
constituent
other
than
those
identified
in
subsections
(a)
or
(b),
a statistically significant
increase occurs above background
(as determined
pursuant
to
other regulatory procedures
(e.g.,
35
Ill.
Adm.
Code 616 or 724))
for a constituent for which
there
is a groundwater standard pursuant to Section
620.310.
Section 620.517
Corrective Action Triggers for Class
II:
General Resource Groundwater
Corrective action shall take place
if a constituent
is detected
pursuant to Section 620.505(b)
and any of the groundwater
standards identified
in Section 6~0.3l0(a) or
(b)
is exceeded.
Section 620.520
Corrective Action Exceptions
Corrective action shall take place unless the Agency specifies in
writing upon application of the owner or operator that the owner
or operator has demonstrated that:
a)
The source of contamination
is due to natural
background;
or
b)
The
detection
resulted
from
error
in
sampling,
analysis,
or evaluation; or
c)
The
contamination
will
not
exceed
the
criteria
set
forth
in Subpart
C,
the contaminants do not cause
adverse effects, and all actions have been undertaken
to ensure the degree and extent of contamination
is
reduced; or
d)
The contamination is as
a result of contaminants
remaining in groundwater from a prior release for which
corrective action was undertaken
in accordance with
instructions
from the appropriate agency.
Section 620.525
Appeal of Agency Exception Determination
An Agency determination under Section 620.520 shall be appealable
to the Board pursuant to the procedures of Section 40 of the Act.
115—226
—57—
SUBPART
F:
HEALTH
ADVISORIES
Section 620.601
Purpose of a Health Advisory
This Subpart establishes procedures for the issuance of a Health
Advisory that sets forth guidance levels that,
in the absence of
groundwater standards under Section 620.310, must be considered
by the Agency in:
a)
Establishing
groundwater
cleanup
or
action
levels
whenever there is a release or substantial threat of a
release
of:
1)
A
hazardous
substance
or
pesticide;
or
2)
Other
contaminant
that
creates
or
may
create
an
immediate
danger
to
public
health
or
the
environment.
‘
--~-~--~-
~—-—-—
b)
Determining whether the community water supply is
taking
its
raw
water
from
the
“best
available
source
which
is
economically
reasonable
and
technologically
possible”
as
required
under
35
Ill.
Adin.
Code
611.231
c)
Developing rulemaking proposals for new or revised
numerical groundwater standards.
d)
Evaluating mixtures of chemical substances,
including
but not limited to those substances for which numerical
standards have been set under Section 620.310.
Section 620.605
Issuance of a Health Advisory
a)
The Agency shall issue
a Health Advisory for a chemical
substance or mixture of chemical substances if all of
the
following
conditions
are
met:
1)
A
community
water
supply
well
is
sampled
and
a
substance
or
mixture
of
chemical
substances
is
detected
and
confirmed
by
resampling;
2)
There
is
no
groundwater
standard
under
Section
620.310
for
such
chemical
substance
or
there
is
no
standard for one or more substances contained in a
mixture
of
chemical
substances;
and
3)
The
chemical
substance
or
mixture
of
chemical
substances
is toxic or harmful to human health in
accordance
with
the
procedures
of
Appendix
A,
B
or
C.
b)
The
Health
Advisory
shall
contain
a
general
description
of
the
characteristics
of
the chemical substance,
the
115—227
—58—
potential
adverse
health
effects,
and
a
guidance
level
to
be
determined
as
follows:
1)
If disease or functional
impairment
is caused due
to a physiological mechanism for which there
is a
threshold dose below which no damage occurs,
the
guidance level for any such substance shall
be the
Maximum
Contaminant
Level
Goal
(“MCLG”)
adopted by
USEPA
for
such
substance.
If
there
is
no
MCL,G
for
the
substance,
the
guidance
level
shall
be
the
Human
Threshold
Toxicant
Advisory
Concentration
for
such
substance
as
determined
in
accordance
with
Appendix
A,
unless
the
concentration
for
such
substance
is
less
than
the
lowest
PQL
for
the
substance.
If
the
concentration
for
such
substance
is
less
than
the
lowest
PQL
for
the
substance,
the
guidance
level
is
the
lowest
PQL.
2)
If
the
chemical
substance
is
a-carcinogen,
the
guidance
level
for
any
such
chemical
substance
shall
be
the
lowest
PQL
for
such
substance.
3)
If mixtures of similar—acting chemical substances
are present,
the level for such substances shall
be determined
in accordance with Appendices A,
B,
and C.
Section 620.610
Publishing Health Advisories
a)
The Agency shall publish the full text of each Health
Advisory upon issuance and make the document available
to the public.
b)
The Agency shall publish and make available to the
public,
at intervals of not more than
6 months,
a
comprehensive and up-to-date summary list of all Health
Advisories.
I
15—22S
—59—
Section
620.Appendix
A
Procedures
for
Determining
Human
Threshold
Toxicant
Advisory
Concentration
for
Class
I:
Potable
Resource
Groundwater
a)
For
those
substances
for
which
USEPA
has
not adopted a
Maximum Contaminant Level Goal
(MCLG),
the
Human
Threshold Toxicant Advisory Concentration shall
be
calculated as follows:
HTTAC
=
RSC x ADE/W
Where:
HTTAC
=
Human Threshold Toxicant Advisory
Concentration in milligrams per liter
(nig/L);
RSC
=
Relative contribution—of
the--amount---of----
the exposure to
a chemical via drinking water
when compared to the total exposure to that
chemical from all sources.
Valid chemical—
specific data shall be used if available.
If
valid
chemical-specific
data
are
not
available,
a value of 20
(=0.20)
shall be
used;
ADE
=
Acceptable
Daily
Exposure
of
substance
in
milligrams
per
day
(mg/d)
as
determined
pursuant to subsection
(b); and
W
=
Per
capita
daily
water
consumption
equal
to
2 liters per day (L/d).
b)
Procedures for Determining Acceptable Daily Exposures
for Class
I:
Potable Resource Groundwater
1)
The Acceptable Daily Exposure
(ADE)
represents the
maximum amount of a threshold toxicant in
milligrams per day
(mg/d) which
if ingested daily
for a lifetime results
in no adverse effects to
humans.
Subsections
(b) (2) through
(b) (6)
list,
in prescribed order, methods for determining the
ADE in Class
I:
Potable Resource Groundwater.
2)
For those substances for which the USEPA has
derived a Verified Oral Reference Dose for humans,
USEPA’s Reference Dose given
in milligrams per
kilogram per day
(mg/kg/d)
shall be used.
The ADE
equals the product of multiplying the Reference
Dose by 70 kilograms
(kg), which
is the assumed
average weight of an adult human.
1 5—22~~
—60—
3)
For those substances
for which no observed adverse
effect level
for humans
(NOAEL-H)
exposed to the
substance has been derived, the ADE equals the
product of multiplying one-tenth of the NOAEL-H
given in milligrams of toxicant per kilogram of
body weight per day
(mg/kg/d)
by the average
weight of an adult human of
70 kilograms
(kg)
.
If
two or more studies are available,
the lowest
NOAEL-H shall be used
in the calculation of the
ADE.
4)
For
those
substances
for
which
only
a
lowest
observed
adverse
effect
level
for
humans
(LOALL--
H)
exposed
to
the
substance
has
been
derived,
o:rie-
tenth
the
LOAEL-H
shall
be
substituted
for
the
NOAEL-H
in
subsection
(b)
(3).
5)
For
those
substances
for
which
no
observed
ads’
e
effect
level
has
been derived from studies of—
mai-ninalian test species
(NOAEL-A) exposed to
t:
substance,
the ADE equals the product of
multiplying 1/100
of the NOAEL-A given in
milligrams toxicant per kilogram of test speci
weight per day
(mg/kg/d)
by the average weight
uf
an adult human of 70 kilograms
(kg)
.
Preferenc-a
will be given to animal studies having High
Validity,
as defined in subsection
(c),
in the
order listed
in that subsection.
Studies having a
Medium Validity,
as defined
in subsection
(c)
shall be considered
if no studies having High
Validity are available.
If studies of Low
Validity,
as defined
in subsection
(c) must be
used,
the ADE shall be calculated using 1/1000
of
the NOAEL-A having Low Validity instead of 1/103
of the NOAEL-A of High or Medium Validity,
except
as described
in subsection
(b) (6)
.
If two or more
studies among different animal species are equally
valid,
the lowest NOAEL-A among animal species
shall be used
in the calculation of the ADE.
Additional considerations
in selecting the NOAEL-
A include:
A)
If the NOAEL—A is given
in milligrams of
toxicant per liter of water consumed (mg/L,
prior to calculating the ADE the NOAEL-A must
be multiplied by the average daily voluue of
water consumed by the mammalian test species
in liters per day
(L/d)
and divided by the
average weight of the mammalian test species
in kilograms
(kg).
B)
If the NOAEL—A is given in milligrams
of
toxicant per kilogram of food ~--nsumed
Ii 5-23~
—61—
(mg/kg),
prior
to
calculating
the
ADE,
the
NOAEL-A must be multiplied by the average
amount
in
kilograms
of
food
consumed
daily
by
the mammalian test species
(kg/d)
and divided
by the average weight of the mammalian test
species in kilograms
(kg).
C)
If
the
mammalian
test
species
was
not
exposed
to
the
toxicant
each
day
of
the
test
period,
the NOAEL-A must be multiplied by the ratio
of
days
of
exposure
to
the
total
days
of
the
test
period.
D)
If
more
than
one
equally
valid
NOAEL-A
is
available
,for
the
same
mammalian
test
species,
the
best
available
data
shall
be
used.
6)
For
those
substances
for
which
a
NOAEL-A
is
not
available but the lowest observed adverse effect
level
(LOAEL-A)
has been derived from studies of
mammalian test species exposed to the substance,
one-tenth of the LOAEL-A may be substituted for
the
NOAEL-A
in
subsection
(b)
(5).
The
LOAEL-A
shall be selected in the same manner as that
specified
in
subsection
(b)
(5).
One—tenth
the
LOAEL-A from a
study
determined
to
have
Medium
Validity may be substituted for a NOAEL-A in
subsection
(b)
(5)
if
the
NOAEL-A
is
from
a
study
determined to have Low Validity, or if the
toxicity endpoint measured in the study having the
LOAEL-A of Medium Validity is determined to be
more biologically relevant than the toxicity
endpoint
measured
in
the
study
having
the
NOAEL-A
of
Low
Validity.
c)
Procedures
for
Establishing
Validity
of
Data
from
Animal
Studies
1)
High
Validity
Studies
A)
High validity studies use a route of exposure
by ingestion or gavage,
and are based upon:
i)
Data
from
animal
carcinogenicity
studies
with
a minimum of
2
dose
levels
and
a
control group,
2 species, both sexes,
with 50 animals per dose per sex,
and at
least
50 percent survival at 15 months
in mice and
18 months
in rats and at
least
25 percent survival at 18 months
in mice and 24 months
in rats;
115-231
—62—
ii)
Data from animal chronic studies with
a
minimum of
3 dose levels and a control
group,
2 species, both sexes, with 40
animals per dose per sex,
and at least
50 percent survival at 15 months
in mic
and 18 months in rats and at least 25
percent survival at 18 months in mice
and 24 months in rats,
and a well—
defined NOAEL; or
iii)
Data from animal subchronic studies with
a
minimum
of
3 dose levels and control,
2
species,
both
sexes,
4
animals
per
dose
per
sex
for
non—rodent
species
or
10
animals
per
dose
per
sex
for
rodent
species,
a
duration
of
approximately
10
percent of
the
test
species’
lifespan,
and a well-defined NOAEL.
Supporting studies which reinforce the
conclusions of a study of Medium Validity may
be considered to raise such a study to High
Validity.
2)
Medium
Validity
Studies
Medium validity studies are based upon:
A)
Data
from animal carcinogenicity, chronic,
or
subchronic studies
in which minor deviations
from the study design elements required for a
High Validity Study are found, but which
otherwise satisfy the criteria for a High
Validity
Study;
B)
Data
from
animal
carcinogenicity
and
chronic
studies
in
which
at
least
25
percent
survival
is reported at 15 months
in mice and
18
months in rats
(a lesser survival is
permitted at the conclusion of a longer
duration study, but the number of surviving
animals should not fall below 20 percent per
dose per sex at
18 months for mice and 24
months for rats), but which otherwise satisfy
the criteria for a High Validity Study;
C
Data from animal subchronic or chronic
studies
in
which
a
Lowest
Observable
Adverse
Effect
Level
(LOAEL)
is
determined,
but
which
otherwise satisfy the criteria for a High
Validity Study; or
115—232
—63—
D)
Data from animal subchronic or chronic
studies which have an inappropriate route of
exposure (for example, intraperitoneal
injection or inhalation) but which otherwise
satisfy the criteria for a High Validity
Study
,
with correction
factors for
conversion
to
the
oral
route.
3)
Low
Validity
Studies
Low Validity Studies are studies not meeting the
criteria
set
forth
in
subsection
(c)
(1)
or
(c)
(2).
11 ~—233
—64—
Section 620.Appendix B
Procedures for Determining Hazard
Indices for Class
I:
Potable Resource
Groundwater
for
Mixtures
of
Similar—
Acting
Substances
a)
This appendix describes procedures for determining the
maximum amount of similar—acting substances, determined
pursuant to Appendix C, which may be present as a
mixture in Class
I: Potable Resource Groundwaters
for
the protection of human health.
Except as provided
otherwise in subsection
(c)
,
subsections
(d)
through
(h)
describe
the
procedure
for
determining
the
Hazar:~
Index for mixtures of similar-acting substances.
b)
For the purposes of this appendix,
a “mix~ure”means
two or more substances which are present in Class
I-
Potable Resource Groundwater which may or may not L
related either chemically orcOrnfnercially, but whi~
are not complex mixtures of related isomers and
congeners which are produced as commercial products
(for example, PCBs or technical grade chiordane).
c)
The following are mixtures of similar acting
substances:
1)
Mixtures
of
ortho—Dichlorobenzene
and
para—
Dichlorobenzene.
The
Hazard
Index
(“HI”)
for
such
mixtures
shall
be
determined
as
follows:
HI
=
ortho—Dichlorobenzene\0.6
+
para—Dichlorobenzene
\O.O75
2)
Mixtures
of
1,1-Dichloroethylene
and
1,1,1-
trichloroethane.
The Hazard Index
(“HI”)
for such
mixtures shall be determined as follows:
HI
=
l,1—Dichloroethylene\O.007
+
1,1,
l—trichloroethane\0.
2
ci)
When
two
or
more
substances
occur
together
in
a
mixture,
the
additivity
of
the
toxicities
of
some
or
all
of
the
substances
will
be
considered
when
determining
health
based
criteria
for
Class
I:
Potable
Resource
Groundwater.
This
is
done
by
the
use
of
a
dose
addition
model with the development of a Hazard
Index
for
the
mixture
of
substances
with
similar—
acting
toxicities.
This method does not address
synergism or antagonism.
Guidelines for determining
when
the dose addition of similar—acting substances
:Ls
appropriate
are
presented
in
Appendix
C.
The
Hazard
Index
shall be calculated as follows:
115—234
—65—
HI
=
A\AL-A
+
B\AL-B
+
.
.
.
I\AL-I
Where:
HI
=
Hazard Index,
unitless.
A,
B,
I
=
Concentration of each
similar—acting substance in groundwater in
milligrams per liter
(mg/L).
AL-A,
AL-B, AL-I
=
The acceptable level of
each similar—acting substance in the mixture
in milligrams per liter
(mg/L).
e)
Fo~r substances which are considered to have a threshold
m~~ianism of toxicity, the acceptable level
is:
--
The groundwater standard listed -in’ ‘Section
620.310; or
2)
For those substances for which groundwater
standards have not been established in Section
620.310, the Human Threshold Toxicant Advisory
Concentration
(HTTAC)
as determined
in Appendix A.
f)
For substances which are carcinogens,
the acceptable
level
is:
1)
The
groundwater
standards
listed
in
Section
620.310;
or
2)
For
those
substances
for
which
groundwater
standards have not been established under Section
620.310, the lowest PQL of USEPA—approved
analytical methods for each substance.
g)
Since the assumption of dose addition is most properly
apçlied to substances that induce the same effect by
similar modes of action,
a separate HI shall be
generated for each toxicity endpoint of concern.
h)
In addition to meeting the individual substance
objectives,
a Hazard Index shall
be less than or equal
to
1 for a mixture of similar—acting substances.
115—235
—66—
Section 620.Appendix
C
Guidelines for Determining When Dose
Addition of Similar-Acting Substances in
Class
I: Potable Resource Groundwaters
is Appropriate
a)
Substances shall be considered similar—acting
if:
1)
The substances have the same target in an organism
(for example, the same organ,
organ system,
receptor,
or enzyme).
2)
The substances have the same mode of toxic action.
These actions may include,
for example, central
nervous system depression,
liver toxicity,
or
cholinesterase inhibition.
b)
Substances that have fundamentally different mechanisms
oftcxicity
(threshold’ toxicantsvs- ~carcinogens) shall
not be considered similar—acting.
However, carcinogens
which also cause a threshold toxic effect should be
considered in a mixture with other similar—acting
substances having the same threshold toxic effect.
In
such a case,
an Acceptable Level for the carcinogen
must be derived for its threshold effect, using the
procedures described in Appendix A.
c)
Substances which are components of a complex mixture of
related compounds which are produced as commercial
products
(for example, PCBs or technical grade
chlordane)
shall not be considered mixtures, as defined
in Appendix
B.
Such complex mixtures shall be
considered to be equivalent to a single substance.
In
such a case,
the Human Threshold Toxicant Advisory
Concentration may be derived for threshold effects of
the complex mixture,
using the procedures described in
Appendix A,
if valid toxicological or epidemiological
data are available for the complex mixture.
If the
complex mixture
is a carcinogen,
the Health Advisory
Concentration shall be the lowest PQL of USEPA-approved
analytical methods.
IT IS SO ORDERED.
Board Members J. Anderson, J.D. Dumelle and B.
Forcade
concurred.
I,
Dorothy M. Gunn,
Clerk of the Illinois Pollution Control
Board,
hereby certif
that the above
pi ion and Order was
adopted ~
day of
-
,
1990, by
k?~~L~J_
Dorothy
M.
unn, Clerk
Illinois Pollution Control Board
115—236