1. for review of final determinations which are made
      2. pursuant to the Act or Board rule and which involve a
      3.  
      4. (emphasis added).” Therefore it can be argued that
      5. Section 5(d) of the Act authorizes the Board to consider
      6. petitions for review of Agency final determinations under
      7. Section 14.5. (PC #9 at ¶10).
      8. Water quality Standards for Groundwater. Board Docket P89-14
      9. In addition to the mandate of Section 14.4, the IGPA contains
      10. a mandate for promulgation of water quality standards found at Ill.
      11. Rev. Stat. 1989, ch. 111½, ¶7458. This ~nandateis being addressed
      12. in Board Docket P89-14(B)1. The Board took final action in the
      13. R89-14(B) docket on November 7, 1991.
      14. The groundwater quality standards and accompanying regulations
      15. developed in the P89-14(B) proceeding interrelate with the instant
      16. regulations in many ways. For example, the R89-14(B) regulations
      17. identify constituents, including their numerical values, for which
      18. compliance is required under today’s rules. Other aspects of the
      19. R89-14(B) rule that bear on the instant rules include defining
      20. compliance points, identifying classes of groundwater to which
      21. groundwater monitoring is to be targeted, and specification of the
      22. contents of preventive notification programs. The interested
      23.  
      24. in the R89-14(B) proceeding for a full presentation of the
      25. groundwater quality standards.
      26. 1 In the Matter of: Groundwater Quality Standards (35 Ill.
      27. Adin. Code 620).

ILLINOIS POLLUTION CONTROL BOARD
December
6,
1991
IN THE MATTER OF:
)
GROUNDWATER PROTECTION: REGULATIONS FOR
)
R89-5
EXISTING AND NEW ACTIVITIES WITHIN SET-
)
(Rulemaking)
BACK ZONES AND REGULATED RECHARGE AREAS
(35 ILL. ADM.
CODE 601,
615, 616 and 617)
(“TECHNJCAL STANDARDS”)
Adopted Rule.
Final Order.
OPINION AND ORDER OF THE BOARD
(by P.C.
Flemal):
This matter comes before the Board upon
a regulatory
proposal filed
by the Illinois Environmental Protection Agency
(“Agency”)
pursuant to Sections 14.4(b)
and 14.4(d)
of the
Illinois Environmental Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
111½,
par.
1001 et ~g.)
(“Act”).
Section
14.4 was enacted by
the Illinois General Assembly as part of the Illinois Groundwater
Protection Act (“IGPA”),
P.A.
85_8631, effective September
24,
1987.
Sections 14.4(b)
and 14.4(d)
mandate
inter alia that the
Agency propose and the Board promulgate regulations prescribing
standards and requirements for certain activities within setback
zones and regulated recharge areas,
as these terms are defined in
the IGPA.
The set of affected activities
includes,
in general,
those activities that offer significant potential for producing
groundwater contamination,
and which are not otherwise currently
subject to regulations which
limit or eliminate their potential
for producing groundwater contamination.
1 P.A.
85—863 consists of sixteen sections,
the first nine of
which constitute a free-standing body of statute found at Ill. Rev.
Stat.
1989,
ch.
111½,
par.
7451
et
seq..
Of
the
remaining
sections,
all
but
the
last
(effective
date
provision)
provide
amendments
to various
pre—existing
statutes.
Amendments
to the
Environmental Protection Act occur in Section
14
of
P.A.
85-863.
The term “Groundwater Protection Act” is commonly u.sed to refer to
both the free-standing first nine sections, and to the full sixteen
sections of
P.A.
85—863.
Unless otherwise specified,
the latter
senso
lato usage is employed herein.
The Board wishes to acknowledge the special contribution made
by Michelle
C.
Dresdow, who has served as Hearing Officer in this
proceeding.
128—87

—2—
This matter previously has been submitted for First and
Second Notice by the Board.
By today’s action the Board adopts
the rules.
Today’s Opinion contains eight major sections,
in
order as follows:
Procedural History
Statutory Framework
Overview of Regulations
Discussion of Part 601
Discussion of Part 615
Discussion of Part 616
Discussion of Part 617
Economic Impact
PROCEDURAL HISTORY
The Agency
filed its proposal
in the instant matter,
accompanied by
a Statement of Reasons, on March
13,
1989.
On April
1,
1989 the Illinois Department of Energy and
Natural Resources
(“DENR”)
filed a Public Comment
(“PC”) pursuant
to Section 27(a)
of the Act requesting that the Board determine
that an Economic Impact Study
(“EcIS”)
be prepared.
By Order of
April
27, 1989 the Board issued its finding that an EcIS should
be prepared.
Merit hearings were held on May 16 and
17,
1989
in
Springfield,
Illinois,
and on June
1 and 2,
1989
in Chicago,
Illinois.
The Springfield hearings were devoted to the Agency’s
presentation
of the proposal and to the public’s and Board’s
questioning of the Agency regarding the rationale and operations
of the proposal.
Questioning of the Agency continued at the
Chicago hearings.
Additionally, testimony on behalf of the
McHenry County Defenders,
Citizens for a Better Environment,
the
Great Lakes Chapter of the Sierra Club,
and the Illinois Steel
Group was received at the Chicago hearings.
By Hearing Officer Order of June
15, 1989
a post-hearing
comment period was set through August
1,
1989.
Six Public
Comments
(PC
#5 through #10) were received during this period.
On August 31,
1989 the Board adopted a version
of the
proposal for First Notice2
(“1st First Notice”).
As the Board
noted in the 1st First Notice Opinion
(p.
1-2),
a principal
reason for taking First Notice action at that time was to provide
a draft upon which the EcIS could be focused.
A second reason
was to allow two other regulatory actions to proceed to the point
where their potential interplay with the instant proceeding would
2 Publication occurred
at
13
Ill.
Reg.
14641,
September
22,
1989.
128—88

—3—
be more apparent.
These two actions were the Board’s proposed
revision of its landfill regulations undertaken
in Docket -R88—
73 and the companion “groundwater standards” proceeding mandated
under Section 8(a)
of the IGPA
(see following discussion
of
Docket P89-14).
The landfill regulations considered
in P88-7 were adopted
August
17,
1990 and became effective September
18,
1990.
However, while the Board awaited the EcIS and the outcome of the
P89—14 proceeding,
the one-year active term4
of the 1st First
Notice expired.
In addition, the deadline set at Section
14.4
of
the Act for completion of the instant rulemaking passed.
The
Board a’ddressed both these concerns by Order of February
28,
1991,
where
it reiterated its intent to await completion
of the
EcIS and further resolution
in R89—14,
but otherwise to expedite
this proceeding.
The EcIS was duly completed under the direction
of the
Illinois Department of Energy and Natural Resources
(“DENR”);
the
statutory EcIS hearing was held
in Springfield
on April
3,
199l~.
Also,
the final hearing in P89-14 was conducted on May 30,
1991.
Accordingly,
the Board re—noticed the instant regulations
(“2nd First Notice”)
on June 20,
19916..
The principal changes
between the 1st and 2nd First Notice proposal accommodated
the
latter to actions taken in the landfill and groundwater standards
proceedings,
P88-7 and P89—14.
On September
12,
1991 the Board adopted the proposal for
Second Notice.
On November
19,
1991,
the Joint Committee
on
Administrative Rules voted
to object to the proposal.
The Board
addresses the JCAR objection by separate Resolution adopted
today.
JCAR staff also made non-substantive
recommendations,
mainly on grammatical and typographical errors.
The Board has
In
the Matter
of:
Development,
Operating,
and
Reporting
Requirements
for Non-hazardous Waste Landfills.
The Illinois Administrative
Procedure Act prescribes
that
a regulatory
proposal must be
acted upon within one—year
of
its
being first noticed,
otherwise it is necessary to re—first notice
the proposal.
~ Citation herein to the iranscript pages of the EcIS hearing
are in the form:
“P2.
at
“.
Citation to the transcript pages
of the early merit hearings
(May 16, May 17, and June
1,
1989)
are
in the form:
“P. at
6 Publication of Parts
601,
616,
and 617 occurred at
15 Ill.
Peg.
9829 et
seq.,
July
5,
1991; publication of Part 615 occurred
at
15
Ill.
Peg.
~O303, July
12,
1991.
128—89

—4—
accepted
these
recommendations
and
incorporated
the
changes
into
the
rule
in
today’s
Order.
In addition to the record of testimony and exhibits
developed at hearing and the EcIS document,
34 public comments
(“PC”)
have been filed
in this docket.
PC #1 through #10 were
filed prior to 1st First Notice; PC #5 through #25 were filed
subsequent to 1st First Notice; and PC #26 through #34 were filed
during the 2nd First Notice comment period.
Persons filing
public comments are as follows:
P9blic Comment #s
Filer
1,
2,
19
DENR
3,
8,
16,
21,
33
Waste Management of Illinois,
Inc
(“Waste Management”)
4
James T.
Harrington
5,
17,
25
Illinois Environmental Regulatory Group
(“IERG”)
6,
7,
15,
20,
30
Illinois Fertilizer and Chemical
Association
(“IFCA”)
9,
23,
32
Agency;
10,
18,
24,
34
McHenry County Defenders,
Citizens for a
Better Environment,
and the Illinois
Chapter of the Sierra Club (collectively
as “Defenders”)
11,
26,
27
Administrative Code Division of the
Illinois Office of the Secretary of
State
12
Illinois Department of Commerce and
Community Affairs
13,
22
Illinois Department of Agriculture
(“IDOA”)
14,
29
Metropolitan Water Reclamation District
of Greater Chicago
28
Growmark,
Inc.
31
Illinois Farm Bureau (“Farm Bureau”)
STATUTORY
FRAMEWORK
The
IGPA
was
enacted
by
the
Illinois
General
Assembly
as
an
outgrowth
of
long-standing
concern
by
the
General
Assembly
and
the citizens of the State that the State’s rich and valued
groundwater
resources
be
protected.
The
IGRA
is
a
multi-faceted
policy
and
program
statement
designed
to
provide
that
protection
and
to
assure
the
continued
viability
of
the
State’s
groundwater
resources.
The
policy
statement,
as
found
at
Ill.
Rev.
Stat.
1989,
ch.
111½, ¶7452(b),
reads:
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.
The
State
128—90

—5—
recognizes
the
essential
andpervasive
role
of
groundwater
in
the
social
and
economic
well—being
of
the
people
of
Illinois,
and
its
vital
importance
to
the
general
health,
safety,
and
welfare.
It
is
further
recognized
as
consistent
with
this
policy
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
resources
be
managed
to
allow
for
maximum
benefit
of
the
people
of
the
State
of
Illinois.
Sectio4
14.4
The
particular
program
statement
that
underlies
today’s
action
occurs
within
Section
14.4
of
the
Act.
Section
14.4
prescribes
in
its
entirety:
a.
No
later
than
January
1,
1989,
the
Agency,
after
consultation
with
the
Interagency
Coordinating
Committee
on
Groundwater
and
the
Groundwater
Advisory
Council,
shall
propose
regulations
to
the
Board
prescribing
standards
and
requirements
for
the
following
activities:
1.
landfilling,
land
treating,
surface
impounding or piling of special waste and
other wastes which could cause contamination
of
groundwater
and
which
are
generated
on
the
site,
other
than
hazardous,
livestock
and
landscape
waste,
and
construction
and
demolition
debris;
2.
storage
of
special
waste
in
an
underground
storage
tank
for
which
federal
regulatory
requirements
for
the
protection of
groundwater
are
not
applicable;
3.
storage
and
related
handling
of
pesticides
and fertilizers at a facility for the purpose
of commercial application;
4.
storage and related handling of road oils and
de-icing
agents
at
a
central
location;
and
5.
storage
and
related
handling
of
pesticides
and
fertilizers
at
a
central
location
for
the
purpose
of
distribution
to
retail
sales
outlets.
In
preparing
such
regulation,
the
Agency
shall
provide
as
it
deems
necessary
for
more
stringent
provisions
for
those
activities
enumerated
in
this
subsection
which
are
not
already
in
existence.
12 8—9
1

—6—
Any
activity
for
which
such
standards
and
requirements
are
proposed
may
be
referred
to
as
a
new
activity.
b.
Within
2
years
after
the
date
upon
which
the
Agency
files
the
proposed
regulations
pursuant
to
subsection
(a)
of
this
Section,
the
Board
shall
promulgate
appropriate
regulations
for
existing
activities.
In
promulgating
these
regulations,
the
Board
shall,
in
addition
to
the
factors
set
forth
in
Title
VII
of
this
Act,
consider
the
following:
1.
appropriate
programs
for
water
quality
monitoring;
2.
reporting,
recordkeeping
and
remedial
response
measures;
3.
.
appropriate
technology-based
measures
for
pollution
control;
and
4.
requirements
for
closure
or
discontinuance
of
operations.
Such
regulations
as
are
promulgated pursuant to
this
subsection
shall
be
for
the
express
purpose
of
protecting
groundwaters.
The
applicability
of
such
regulations
shall
be
limited
to
any
existing
activity
which
is
located:
A.
within
a
setback
zone
regulated
by
this
Act,
other
than
an
activity
located
on
the
same
site
as
a
non—community
water
system
well
and
for
which
the
owner
is
the
same
for
both
the
activity
and
the
well;
or
B.
within
a
regulated
recharge
area
as
delineated
by
Board
regulation,
provided
that:
i.
the
boundary
of
the
lateral
area
of
influence
of
a
community
water
supply
well
located
within
the
recharge
area
includes
such
activity
therein;
ii.
the
distance
from
the
wellhead
of
the
community
water
supply
to
the
activity
does
not
exceed
2500
feet;
and
128—92

—7—
iii. the community water supply well
was
in existence prior to January
1,
1988.
In addition,
the Board shall ensure that the
promulgated
regulations
are
consistent
with
and
not
pre—emptive
of
the
certification
system
provided
by
Section
14.5.
c.
Concurrently
with
the
action
mandated
by
subsection
(a),
the
Agency
shall
evaluate,
with
respect
to
the
protection
of
groundwater,
the
adequacy
of
existing
federal
and
State
regulations
regarding
the
disposal
of
hazardous
waste
and
the
offsite
disposal
of
special
and
municipal
wastes.
The
Agency
shall
then
propose,
as
it
deems
necessary,
additional
regulations
for
such
new
disposal
activities
as
may
be
necessary
to
achieve
a
level
of
groundwater
protection
that
is
consistent
with
the
regulations
proposed
under
subsection
(a)
of
this
Section.
d.
Following
receipt
of
proposed
regulations
submitted
by
the
Agency
pursuant
to
subsection. (a)
of
this
Section,
the
Board
shall
promulgate
appropriate
regulations
for
new
activities.
In
promulgating
these
regulations,
the
Board
shall,
in
addition
to
the
factors
set
forth
in
Title
VII
of
this
Act,
consider
the
following:
1.
appropriate
programs
for
water
quality
monitoring,
including,
where
appropriate,
notification
limitations
to
trigger
preventive
response
activities;
2.
design practices and technology-based
measures appropriate for minimizing the
potential for groundwater contamination;
3.
reporting, recordkeeping and remedial
response measures;
and
4.
requirements for closure or discontinuance of
operations.
Such regulations as are promulgated pursuant to
this subsection shall be for the express purpose
of protecting groundwaters.
The applicability of
such regulations shall be limited to any new
activity which is to be located within
a setback
zone regulated by this Act,
or which
is to be
located within a regulated recharge area as
delineated by Board regulation.
In addition, the
128—93

—8—
Board
shall
ensure
that
the
promulgated
regulations
are
consistent
with
and
not
pre-
emptive of the certification system provided by
Section
14.5.
e.
Nothing
in
this
Section
shall
be
construed
as
prohibiting
any
person
for
whom
regulations
are
promulgated
by
the
Board
pursuant
to
subsection
(b)
or
(c)
of
this
Section,
from
proposing
and
obtaining,
concurrently
with
the
regulations
proposed
by
the
Agency
pursuant
to
subsection
(a)
of
this
Section,
a
rule
specific
to
individual
persons
or
sites
pursuant
to
Title
VII
of.this
Act
which
codifies
alternative
groundwater
protection
methods
that
provide
substantially
equivalent
protection
for
community
water
supplies.
f.
Nothing
in
this
Section
shall
be
construed
as
limiting
the
power
of
any
county
or
municipality
to
adopt
ordinances,
which
are
consistent
with
but
not
more
stringent
than
the
regulations
adopted
by
the
Board
pursuant
to
this
Section,
for
application
of
standards
and
requirements
within
such
setback
zones
as
are
provided
by
this
Act.
g.
The
Agency
shall
prepare
a
groundwater
protection
regulatory
agenda
for
submittal
to
the
Interagency
Coordinating
Committee
on
Groundwater
and
the
Groundwater
Advisory
Council.
In
preparing
this
agenda,
the
Agency
shall
consider
situations where
gaps
may
exist
in
federal
or
State
regulatory
protection
for
groundwater,
or
where
further
refinements
could
be
necessary
to
achieve
adequate
protection
of
groundwater.
h.
Nothing
in
this
Section
shall
be
construed
as
limiting
the
general authority of the Board to
promulgate
regulations
pursuant
to
Title
VII
of
this Act.
Although
the
instant
rules
are
promulgated
pursuant
to
the
mandate
of
Section
14.4,
Section
14.4
sufficiently
interweaves
with
other
portions
of
the
IGPA
that
it
is
necessary
to
discuss
briefly
these
related
portions.
Sources
and
Routes
In
general
usage,
a
“source”
of
groundwater
contamination
is
any
activity,
facility,
etc.
from
which
a
contaminant
finds
its
way
into
groundwater.
However,
the
IGPA
does
not
define
the
term
“source”
in
isolation,
but instead defines “potential sources” of
various
types.
Moreover,
the
definitions
include
only
very
specific activities and activity levels,
such that the definition
128—94

—9—
of “potential source” as used in the IGPA and herein is
substantially more circumscribed than
it is
in general usage.
The IGPA identifies two basic types of potential sources,
potential primary source at Section 3.59 of the Act and potential
secondary source at Section 3.60 of the Act.
In each case
a
potential source is initially identified as “any unit at a
facility or site not currently subject to
a removal or remedial
action”
.
Additionally,
a potential primary source is a
potential source that:
1.
is utilized for the treatment,
storage,
or
disposal
of any hazardous or special waste not
generated at the site;
or
2.
is utilized for the disposal of municipal waste
not generated at the site,
other than landscape
waste and construction and demolition debris; or
3.
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
4.
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.
(Act,
Section 3.59)
Conversely,
a potential secondary source
is any unit at
a
facility or site not subject to a removal or remedial action,
which
is not a potential primary source,
and which:
1.
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
2.
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
~ The
terms
“site”
and
“unit”
as
used
in
the
statutory
definitions
of potential primary
source and potential secondary
source are themselves statutorily defined at Sections 3.43 and 3.62
of the Act.
128—95

—10—
3.
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
4.
stores or accumulates pesticides,
fertilizers, or
road oils for purposes of commercial application
or for distribution to retail sales outlets; or
5.
stofes or accumulates at any time more than 50,000
pounds of any de-icing agent;
or
6.
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”.
(Act,
Section 3.60)
In general usage,
a
“route” of groundwater contamination
is
any conduit through which a contaminant is transferred from its
source to groundwater.
As is the case with “potential source”,
the definition
of “potential route”
is statutorily circumscribed
in the IGPA to include only specific types of routes,
as follows:
“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.
(Act,.Section
3.58)
Setback
Zones
Setback zone is defined at Section 3.61 of the Act as:
“Setback Zone” means
a geographic area, 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 groundwaters8.
The nature of and various restrictions applied to setback
zones are expanded upon in Sections 14.1,
14.2,
and 14.3 of the
Act.
Section 14.1 establishes a general prohibition against the
The
term
“potable”
used
in
this
definition
is
itself
statutorily defined at Section
3.65 of the Act.
128—96

—11—
siting of any new community water supply well9 within 200 feet of
any
potential
primary or potential secondary source or
any
potential
route.
This
prohibition
is
extended
pursuant
to
subsection
(b) to 400 feet for a new community water supply well
“deriving water from fractured or
highly permeable bedrock or
from an unconsolidated and unconfined sand and gravel formation”.
Section 14.1 thus,
among other matters, establishes
a minimum
setback zone of 200 or 400 feet around potential groundwater
contamination sources, within which the siting of new community
wells
is
prohibited10.
Minimum
setback
zones
for
potable
water
supply
wells
and
prohibi~tionsagainst new sitings within them are established
in
Section 14.2.
Like the setback zones established for potential
sources and potential routes in Section 14.1,
the basic minimur~
setback zones for potable water supply wells are 200 and 400
feet,
depending on the nature of the bedrock or sand and gravel
formation from which the water
is derived.
The prohibitions
against new sitings apply to new potential routes and new
potential primary or secondary sources.
In these elements,
Section
14.2
is then essentially the converse of Section
l4.~l,
the former establishing setbacks around the water wells,
and the
latter establishing setbacks around potential contamination
sources/routes.
Section
14.2,
however,
is substantially more expansive than
Section
14.1 with regard to the number of wells covered and to
special conditions and exceptions.
As regards coverage,
the 200—
foot setback under Section
14.2 initially applies to ~jj~potable
water supply wells,
not just community water supply wells;
the
400—foot provision remains applicable only to community water
supply wells.
Because community water supply wells are only
a
small subset of all potable water supply wells, the number of
~ Community
and non-community water
supply
systems
are the
two varieties of public water supply systems, pursuant to Section
3.28 of the Act.
A community water supply by definition at Section
3.05 of the Act “serves or is intended to serve at least 15 service
connections used
by
residents
or
regularly
serves
at
least
25
residents”;
a non—community water supply system is
a public system
which
is not
a community system.
Pursuant
to Section 3.05 non—
community water supplies are not subject to the provisions Of the
Act.
10
Section
13
of the IGPA establishes
a similar prohibition
against the siting of new non—community,
semi—private,
or private
water wells within 200 feet of any potential primary or potential
secondary
source
or any potential route.
Certain exceptions may
apply for private wells where the owner of the new well is the same
as the owner of the potential source or route.
Section
13 of the
IGPA
is
codified
at
Rev.
Stat.
1989,.
ch.
111½,
par.
ll6.ll6a
(“Illinois Water Well Construction Code”)
128—97

—12—
wells governed by the provisions of Section 14.2
is substantially
larger than those addressed by Section 14.1.
Among the special conditions and exceptions provided for
in
Section 14.2 is provision at subsection
(b)
for the owner of
a
potable water supply well other than a community well to waive
the
prohibition
against
siting
of
new
potential
sources/routes.
A
special
provision
at
14.4(b)
also
establishes
that
in
the
circumstance where a potable water supply is part of a private
water
system
and
the
owner
of
such
well
will
also
be
the
owner
of
a
new
potential
secondary
source
or
new
potential
route,
the
prohibition
against
siting
a
new potential
secondary
source
or
new potential route extends to only 75
feet.
Subsection
(q)
further
allows
the
Board
to
grant
exception
to
the
prohibition
against
new
sitings
for
certain
types
of
sitings.
Whereas Section 14.2 establishes minimum setback zones
around
water
supply
wells,
Section
14.3
establishes
provisions
by
which setback zones may be expanded to a maximum zone not to
exceed 1000 feet.
The provision is applicable only to community
water supply wells and requires affirmative action by the well
owner or the Agency.
The prohibitions for new siting within
maximum setback zones differ from the prohibitions within minimum
setback zones
in that
only new potential primary sources are
prohibited
in
the
former.
Regulated Recharge Areas
Regulated recharge area
is defined at Section 3.67
of the
Act:
“Regulated Recharge Area” means
a compact geographic
area,
as
determined
by
the
Board,
the
geology
of
which
renders a potable resource groundwater particularly
susceptible to contamination.
The procedures and conditions under which promulgation of
a
regulated recharge area may be undertaken are specified at
Sections 17.3 and 17.4 of the Act; promulgation is undertaken
according to the provisions for rulemakings found at Section
28
of
the
Act.
The
instant
regulations
set
up
a
separate
Part,
Part
617,
into which adopted regulated recharge areas are to be eventually
placed;
to
date,
no
proposals
for
promulgation
of
a
regulated
recharge
area
have
been
received
by
the
Board.
Certification
of
Minimal
Hazard
Section 14.5 provides for a “certification of minimal
hazard” system by which the owner of any site otherwise covered
by the 400 foot minimum setback provision of
Section 14.2(d)
or
~ny of the provisions of Section 14.4 or regulations adopted
128—98

13
thereunder
is exempted from the requirements of these two pieces
of statute.
This has particular import
to today’s regulations,
since
the existence of certification totally exempts that owner
from the regulations.
Section
14.5 establishes that the certification process
is
initiated by the owner
and
is approved
as to completeness
and
adequacy by the Agency or the Agency’s delegate.
Section 14.5 does
not directly address the matter of appeal processes where an Agency
finding on completeness
and
adequacy
is
adverse.
However,
in
response’ to this matter the Agency notes:
Under Section
14.5(c)
of the Act, Agency
action under
Section
14.5(c) (1)
and
(2)
is
a
final
determination.
Under
Section
5(d)
of
the
Act,
“the
Board
has the
authority to conduct hearings
.
.
.
upon other petitions
for
review
of
final
determinations
which
are
made
pursuant to the Act or Board rule and which involve a
subject which the Board is authorized to regulate
(emphasis
added).”
Therefore
it
can
be
argued
that
Section 5(d) of the Act authorizes the Board to consider
petitions for review of Agency final determinations under
Section 14.5.
(PC #9 at ¶10).
Water quality Standards for Groundwater. Board Docket P89-14
In addition to the mandate of Section 14.4, the IGPA contains
a mandate for promulgation of water quality standards found at Ill.
Rev.
Stat.
1989,
ch. 111½, ¶7458.
This ~nandateis being addressed
in Board
Docket P89-14(B)1.
The Board took
final
action in the
R89-14(B) docket on November 7,
1991.
The groundwater quality standards and accompanying regulations
developed in the P89-14(B) proceeding interrelate with the instant
regulations in many ways.
For example, the R89-14(B) regulations
identify constituents, including their numerical values, for which
compliance
is required under today’s rules.
Other aspects of the
R89-14(B)
rule that bear on the instant
rules
include defining
compliance
points,
identifying classes
of groundwater
to which
groundwater monitoring is to be targeted, and specification of the
contents
of
preventive
notification
programs.
The
interested
person is directed to the November 7,
1991 Board Opinion and Order
in
the
R89-14(B)
proceeding
for
a
full
presentation
of
the
groundwater quality standards.
1
In the Matter
of:
Groundwater Quality Standards
(35
Ill.
Adin.
Code 620).
128—99

—14—
OVERVIEW OF REGULATIONS
The Board will first present an overview of the salient elements
of today’s regulations.
This overview is then followed by
discussion of individual Parts and Subparts of the regulations.
Regulated Activities
Today’s regulations apply only to a limited set of the
number of possible activities within setback zones and regulated
recharge areas.
This limited set consists of the activities
listed at Section l4.4(a)(l—~ of the Act.
The activities that
are inoluded are
(1)
on-site
landfilling, on-site land
treating, on-site surface impounding, and on—site waste piling,
(2) storing in underground tanks,
(3) storing and related
handling of pesticides or fertilizers,
(4)
storing and related
handling of road oils, and
(5)
storing and related handling of
de-icing
agents.
The
units
affected
by
the
regulations
are
further
limited
by
exempting
certain
subclasses
of
units,
such
as
most
on—site
units
that
are
solely
for
the treatment,
storage,
and
disposal
of
hazardous
waste,
livestock
waste,
landscape
waste, or construction Sand demolition debris.
Besides
guidance
provided
by
the list at Section 14.4(a),
controlling factors
in determining which activities would be
regulated
under
today’s
regulations
are
(1)
whether
the
activity
constitutes a potential source of groundwater contamination and
(2) whether the activity is already controlled under existing
State or Federal regulations or laws.
It should be noted that Section 14.4(c)
of
the Act contains
a specific mandate to the Agency to propose additional
regulations,
beyond those considered
herein,
for control
of the
disposal
of
hazardous
wastes
and
the
off—site disposal of special
and municipal wastes if, after required evaluation, existing
State and Federal regulations are found to be insufficient to
achieve groundwater protection consistent with Section 14.4(a).
In this context, the instant regulations may be viewed as
plugging a
legislatively-identified regulatory gap, with
additional
regulations
to
follow
as
may
be
identified
by
additional
Agency
analysis.
Moreover,
they
may
be
viewed
a
“first—cut”
effort
directed
toward
just
those
activities
legislatively-identified
as
requiring
attention.
Section 14.4 makes distinction between new and existing
activities located within setback zones and regulated recharge
areas.
It also provides separate mandates for,
and factors to be
considered
in, promulgation of regulations for the two classes of
12
“On-site”
is defined, in Section 615.102
of the proposal.
The definition
is
identical
to that found
at
35
Ill.
Adm.
Code
702.110.
128—100

—15—
activities
(cf,
subsections
(b) and
(d)).
Additionally,
at
subsection
(a) r~xplicitallowance
is made for “more stringent
provisions for those activities
.
.
.
which are not already in
existence”.
The fundamental distinction between new and. existing
activities is recognized
•in the organization of the regulations
into two separate Parts, with Part 615 treating existing
activities
and
Part 616 t~reatingnew
activities.
Although
the
internal arrangement and many specific provisions of the two
Parts are similar, they differ in detail reflective
of the
distinQtion between new and existing activities and of the
generally more restrictive provisions attached to new activities.
Regulation of On—Site Landfills and Waste Piles
The IGPA and the Act
at Section
14.4 specifically identify
on—site
landfills
as
facilities
for
which
groundwater
protection
regulations are to be promulgated.
At Section
14.4(b)
and
(d)
the IGPA and the Act further specify that the regulations address
water quality monitoring,
reporting, recordkeeping,
remedial
response,
closure care,
and pollution control measures.
Accordingly,
at 1st First Notice various provisions
of this
nature were proposed to be applied to landfills13.
Subsequently,
however,
the Board in its P88-7 Docket adopted comprehensive
regulations for solid waste disposal now found at
35
Ill. Adm.
Code Parts 810
through
815.
These regulations apply to all
landfills identified in Section 14.4.
Moreover,
they put into
place most of the specific landfill provisions identified at
Sections 14.4(b)
and 14.4(d).
Given this circumstance, the Board
at 2nd First Notice deleted from the instant proceeding those
provisions that had already been effectuated through the
operation
of the R88—7 regulations.
One issue not addressed by the new landfill regulations
is
the issue of required closure of existing landfills
(see
discussion
of Required Cessations and Closures,
below).
Accordingly,
the required closure provisions are the only
provisions of the landfill portions of Parts
615
and
616.
The IGPA also mandates at Section
14.4 the consideration of
groundwater protection regulations related to waste piles.
The
Board notes that, through the operation of
35 Ill.
Adm.
Code
810.103, waste piles are landfills
for the purpose of the Parts
13
1st First Notice Sections 615.405
and
616.403
(Groundwater
Monitoring),
615.406 (Operating Requirements), 615.407 and 616.408
(Closure and
Post-Closure
Care),
616.404
(Design
and
Operating
Requirements),
616.405
(Monitoring
and
Inspection),
616.406
(Surveying
and
Recordkeeping),
and
616.407
(Operating
Requirements).
128—101

—16—
810
through
815
regulations.
Thus,
some
of
the
IGPA
waste-pile
mandate
is addressed by Parts 810 through 815 here.
Regulation of Pesticide and Fertilizer Facilities
The IGPA at Section
14.4(a)
identifies pesticide and
fertilizers
facilities
as
specific
targets
for
prevention
of
groundwater
contamination.
In
addition,
at
Section
14.4(a),
(b)-,
and
(d),
the
IGPA
further
specifies
that
the
Agency
propose
and
the
Board
adopt
regulations
directed
at
the
targeted
activities.
It
has
nevertheless
been
posited
that
regulations already in
place
~re
sufficient,
without
any
needed
additions,
to
protect
groundwater from agrichemical facilities
(e.g.,
PC #15 at
2; PC
#28).
Principal among these
is
8
Ill. Adm. Code 255
(“Part
255”),
a
body
of
regulations
promulgated
by
the
Illinois
Department of Agriculture
(“IDOA”) with an effective date of
January
1,
1990.
Part 255 was developed as part of the State’s
groundwater protection strategy.
The subjects and issues
involved
in
Part
255
are summarized at 13
Ill. Peg.
13535-6,
August
25,
1989:
These rules were developed by the Illinois Department
of Agriculture and the Illinois Environmental
Protection Agency with valuable input from the
Secondary Containment Rules Committee, which was made
up of industry and academia.
The purpose of these rules
is to protect the
environment by prevention
of point source contamination
by agrichemicals and these rules will be referenced by
the Illinois Environmental Protection Agency
in their
setback rules which are to be filed with the Pollution
Control Board as mandated by the Illinois Groundwater
Protection Act.
These rules regulate agrichemical facilities and non-
commercial agrichemical facilities.
An agrichemical
facility is a site used for commercial purposes, where
bulk pesticides are stored
in
a single container in
excess
of
300
gallons
of
liquid
pesticide
or
300
pounds
of
dry
pesticide
for
more
than
30
days
per
year
or
where
more
than
300
gallons
of
liquid
pesticide
or
300
pounds
of
dry
pesticide
are
being
mixed,
repackaged
or
transferred
from
one
container
to
another
within
a
30—
day period or a site where bulk fertilizers are stored,
mixed,
repackaged
or
transferred
from
one
container
or
another.
Non—commercial
agrichemical
facility
is
a
site where storing pesticides
or fertilizer for more
than
45
consecutive
days
in
a
single
container
holding
in
excess
of
300
gallons
bulk
liquid
pesticides,
or
300
pounds bulk dry pesticides,
or 5000 gallons bulk liquid
commercial fertilizer or 50,000 pounds bulk dry
commercial fertilizer;
the loading and mixing,
128—102

—17—
including bulk repackaging,
of pesticides or fertilizer
at a permanent site for more than a 45 day period in
quantities
in excess of the amounts established;
and
the non—commercial application of pesticides or
fertilizer.
These rules set forth the procedures and time frame for
registration, permitting, and construction.
They also
address general construction requirements for secondary
containment
of
storage
tanks
and
operational
areas,
as
well
as recordkeeping, management and operational
procedures.
They
further
delineate
facility
ircspection, maintenance and closure requirements.
Additionally, these rules set forth guidelines for
connections to potable water supplies and the open
burning of agrichemicals,
agrichemical containers,
and
other agri—related chemical wastes.
While the Board believes that the Part 255 regulations are a
necessary and valuable element in assuring environmental
protection,
it
is
not
convinced
that
they constitute
a sufftcient
program.
The Board believes,
along, with the Agency
(PC #23 at
37),
that in addition to Part 255 there
is
need
for
regulations
for groundwater monitoring,
closure and post-closure
care,
reporting and recordkeeping,
and remedial response measures14.
It
is these elements that are specified
in today’s regulations.
Besides the issue of whether there.should be any regulation
of agrichemical facilities at all,
a significant portion of the
testimony,
comment, and debate generated
in this proceeding has
focused on the comparative authority to be given those data bases
in which pesticides and fertilizers have been identified
in
groundwater.
Thus,
it is argued that data from the Agency,
or
from the Illinois Department of Public Health,
or from DENR,
or
from IDOA,
or even from Wisconsin or Minnesota or
Iowa,
etc.,
best characterize the magnitude of the groundwater contamination
problem.
In
general,
the Board does not find any of these data
sets to provide
it with singular guidance.
Rather,
the Board
finds
in them collectively ample demonstration of both the
existence and potential for serious contamination of groundwater
by pesticides and fertilizers,
and hence grounds for the
regulations today adopted.
In
order
to
strike
a
balance
between lessening the economic
burden
which
may
be
placed
on
smaller
operators
and
providing
a
reasonable degree of assurance that a facility’s groundwater
protection measures are effective,
a semi—annual groundwater
monitoring
schedule
for agrichemical faqilities
is
incorporated
at
Sections
615.207
and
616.208,
instead of the quarterly
14
Consideration
of
each
of
these
elements
is
statutorily
required at Sect~on14.4(b)
of the Act.
128— 103

—18—
monitoring schedule required by others, where certain conditions
are met.
Also, the post—closure monitoring requirement for
agrichemical facilities at Sections
615.202
and
616.202
is three
years,
instead of the five—years associated with other types of
regulated facilities.
These changes were advocated by the Agency
(Id.),
and
are
also
discussed
below
in
the
discussion
pertaining
to
individual
provisions.
Affected Wells and Lands
The number of affected wells is estimated to be more than
400,000
(P.
at
29).
Most
of
these
are
private
wells
serving
an
owner—occupied
single
family
dwelling.
Of
the
public
wells,
over
7,100 are non-community wells and approximately 3,649 are
community wells
(j~ç~.). The
community
wells
are
approximately
evenly split between those to which the 200-foot and 400-foot
minimum setback zones apply
(u.).
Based
on
these
figures,
the
Agency estimates that
approximately
1.2
million
acres
(approximately
1/30
of
the
land
area
of
the
State)
are located within minimum setback.are~s (P.
at
29),
largely associated with private wells.
The Agency further estimates that
if
all
the
areas
of
the
State
that
can
be
assumed
to
qualify for regulated recharge area
status are
in fact so designated,
that approximately one—half of
the
State
would
be
involved
(R.
at
317-8).
Prescribed Control Measures
Subsections 14.4(b)
and 14.4(d) prescribe the control
factors which the Board must consider in today’s regulations.
In
their general outline,
these subsections require the Board to
consider groundwater monitoring programs, recordkeeping and
reporting, remedial and response measures, technical standards
for
pollution
control,
and
requirements
for
closure
and
discontinuance of operations.
The regulations closely tracks
these several
factors.
Absence of Permits
A salient feature of the instant regulations
is that they
are
by
design
implemented
entirely
without
permits
(see PC #9
at
¶12).
This
is
in
part
because
many
of
the
activities
covered
by
the regulations are specifically exempted from permit
requirements
by
Section
21(d)
of
the
Act.
Moreover,
since
most
of
the
remaining
activities
covered
by
the instant regulations
are
also
conducted
outside
existing
permit
programs,
requiring
permits to regulate these activities would by necessity require
the
establishment
of
new
permit
programs.
However,
the
Agency
has
intentionally
not
proposed
any
new
permit
programs
in
the
instant proceeding.
The Agency
notes
that
Section
14.4
is
silent
128—104

—19—
on
the
matter of permits, which
it views as purposeful.
Moreover,
the large number and variety of affected setback zones
and activities,
the permitting of which would impose an
impractically large public and administrative burden.
This would
require
shifting
of
substantial
resources
away
from
other
environmental programs,
to their detriment.
The Defenders have contended that the Board does have
authority under the Act to implement the instant regulations via
a permit system
(e.g., PC #10 at
17—19).
Whether
this
contention
is
correct
or
not,
however,
is
not
the
immediate
issue.
The
immedi~teissue
is whether it is
prudent
to
implement
the
instant
regulations via
a permit system.
The Board agrees with the
Agency
that,
at
least
at
this
time,
it would
be
imprudent
to
build a permitting process into the instant regulations.
As the Board observed at 1st First Notice,
in the absence of
a
permitting
system
the
Agency
is
not
able to provide the deqree
of oversight that
it otherwise would.
This can introduce
problems not only for the environment, but also for the regulated
community, which cannot so readily avail itself of the Agend~y’s
expertise.
At 1st First Notice the Board introduced many
provisions
intended
to
lessen
these problems.
Required Cessations and Closures
The instant regulations prohibit the continued use or
operation
of
certain
existing units within certain setback zones
and
regulated
recharge
areas.
The prohibitions are:
1.
Within a minimum set—back zone:
all on-site units
for landfilling or land treating or surface
impounding of special and non—special waste,
and
all units for the storage and handling or road
oils containing wastes; cessation to be effective
two years after promulgation of Part 615 and
closure to be completed three years after
promulgation.
(Sections 615.402,
615.422,
615.442, and 615.702)
2.
Within
a
maximum
set-back
zone:
all on-site units
for landfilling or
land
treating
or
surface
impounding of special waste;
cessation to be
effective two years after the effective date of
the
ordinance
or
regulation establishing the
maximum setback zone and closure to be completed
three
years
after
the
effective
date
of
the
ordinance
or
regulation.
(Sections
615.403,
615.423,
and
615.443).
3.
Within
a
regulated
recharge
area:
all
on-site
units
for
landfilling of special waste where the
distance between the landfill and wellhead is less
128—105

—20—
than 2500 feet15
cessation
to
be
effective
four
years after promulgation of the regulated recharge
area and clo~ureto be completed five years after
promulgation.
(Section
615.404).
All
of
these
required
cessations
and
closures
are
subject
to
exception
via
the
adjusted
standard
procedure
of Section 28.1 of
the
Act
and
the
minimal hazard certification provisions of
Section
14.5
of
the
Act.
In
regulated
recharge
areas,
the
requirement also may be set aside as.part of the regulation
adopting the regulated recharge area.
At
1st
First
Notice
the
Board
summarized the argument behind
the
required
cessations
and
closures
as
follows:
The justification for each of these required cessation
and
closures
is
similar.
In
each
case,
the
activity
is
deemed
to
present
a
substantial
threat
to
groundwater
quality
and
use.
Additionally,
in each
case
the
prohibition
is against the activity for which there
is
a similar statutory prohibition against ~
sitings
pursuant
to
Sections
14.2
and
14.3
of
the
Act.
The
intent,
thus,
is to eventually assure safe setback of
all on—site landfilling,
land treating, and surface
impou’~ding, irrespective of
whether
the
activity
is
a
new
or
existing
activity.
(Opinion
at
p.
19)
IERG had contended that,
because the IGPA does not
explicitly require cessation and closure of existing on-site
landfills,
land treatment units,
and surface impoundments, there
is
no
justification for requiring these closures
(PC #17 at 4).
In an opposite perspective,
the Defenders contended that there
also should be required closure within minimum setback zones of
existing agrichemical facilities
(PC #24 at 4—5 and PC #34 at
10),
based
on
the
record of groundwaters contaminated by
pesticides and fertilizers.
The Board adopts the required
cessations and closures as recommended by the Agency.
The
Board
notes
that
Part
616
at Section 616.104(e)
sets out
an
exception
procedure
for
new
facilities
that
is
not
explicitly
included
in
Part
615
as an exception procedure for existing
facilities.
This
is
the
exception procedure that flows from
Section
14.2(c)
of
the
Act
and
that
allows
the
Board
to
exempt
certain
~
facilities
from
the
prohibition
against
siting
within
setback
zones.
If
this
provision
were
fully
paralleled
in
Part
615,
it would provide that certain existing facilities that would
otherwise
be
required
to
close
could
be
exempted
from
clOsure
pursuant to Board findings on the factors listed in 14.2(c).
The
Board believes that equitable treatment of existing and new
15
Board
Note:
The
2500-foot
distance
is
statutorily
identified
at Section 14.4(b)
of the Act.
128— 106

—21—
facilities requires such exemption possibility.
However,
the
Board also believes that the adjusted standard process already
serves this purpose, and hence that specific adaptation
of
14.2(c)
into Part 615
would
be
unnecessarily
duplicative.
Patterning After Existing Regulations
Wherever possible,
today’s regulations are modeled after
existing
regulations
applicable
to
activities
of
a
similar
nature.
The
purpose
is
to
provide
consistency
of
regulations
between
currently
regulated
facilities
and
facilities that are
today
brought
under
regulation
for
the
first
time.
In
general
the
model
used
is
the
Board
regulations
for
hazardous
waste
facilities found at 35
Ill. Adm.
Code 724, which most closely
parallel the intent of and types of facilities covered by the
instant regulations.
Refinement
of the Terms “Activity” and “Activities”
A principal provision introduced by the Board at
1st First
Notice was replacement
of the word “activity”
or “activitie~” as
used in the Agency’s proposal with the terms “owner or operator”
and “unit”
(or,
in certain instances,
“site” or “faOility”)
,
as
was necessary to accomplish the intended meaning.
This was done
for several reasons.
One reason is that the word “activity”
denotes an action
(e.g.,
landfilljpg,
surface
impoundjjj~g),which
in turn connotes the existence of both
a person carrying out the
action
(e.g.,
an
owner
or
operator)
and
an
object
to
which
the
action is directed
(e.g.,
landfills,
surface impoundments).
Indeed,
today’s regulations impose requirements on bot.h such
persons and such objects.
However, use of the single, word
“activity” to refer to both persons and objects leads to many
awkward
and
often
grammatically
inconsistent constructions.
These
constructions
are
best
avoided.
Additionally,
the
change
was made to provide unity between
the instant regulations and other federal and Board regulations.
In all other similar regulations the operative words are “owner”,
“operator”,
“site”,
“facility”,
and “unit”16.
Accordingly,
these
are terms that are generally well understood by both the
regulated community and the regulating agencies.
Moreover,
they
have a proven record of utility.
To replace these by the less—
definite word “activity” seems
at the expense of this common
understanding
and
utility,
and
to
invite
unnecessary
present
and
future confusion.
16
Definitions
of
“owner”,
“operator”,
“site”,
“facility”,
and
“unit”
are
provided in Section
615.102 of the proposal.
These
definitions are identical to or modeled after the definitions found
at
35
Ill.
Adm.
Code
745.102,
35
Ill.
Adm.
Code
720.110,
Section
3.43
of
the
Act,
35
Ill. Adm. Code 720.110, and Section 3.62 of the
Act,
respectively.
128—107

—22—
The
Board
is
aware
that
Section
14.4
of the Act itself most
often
uses
the
word
“activity” to identify both who and what is
to be regulated within the instant
rulemaking.
However,
the
Board
notes
that
the
Act
and
the
IGPA
also
use
the
terms
“site”,
“facility”,
or
“unit”
in
identifying
the
specific
objects
to
which groundwater protection
is directed
(e.g., Sections 3.59 and
3.60,
and
thereby
Sections
14.1,
14.2,
14.3,
and
14.5,
of
the
Act).
The
constructions
herein
are
therefore
consistent
with
usage
in
the
Act.
Thus,
while
the
term
“activity”
remains
useful
for
descriJ~ing
the
general
direction
of
the
instant
regulations,
it
is
usually
not
apt
for
constructions
within
the
regulations
themselves.
Accordingly,
as
used
herein,
the
person
responsible
for
compliance
is
,identified
as
the
“owner
or
operator”.
Similarly,
the basic object subject to
regulation
is
the
“unit”.
Thus,
for
example,
the
prohibition
against
use
or
operation
found
at Section
615.402
is
directed toward the owner or operator of a
landfill unit.
DISCUSSION OF PART 601
The intent of the amendment to 35
Ill. Adm.
Code 601
is to
conform the definition of groundwater found there with the
definition
found
in the IGPA.
This intent was originally noted
by the Board
in an earlier proceeding,
P86-8,
A Plan for
Protecting
Illinois
Groundwater
(Report
of
the
Board,
August
28,
1986).
There
the
Board
noted
the
inconsistency
between
the
Part
601
definition
and
other
definitions
of
the
same
term.
In
response the Board noted
(p.
1-4):
The
.
.
.
definition is not only inconsistent with the
conventional definition of groundwater, but also
appears
to
be
inconsistent with use and definitions
found
elsewhere
within
Illinois statutes
Ill.
Rev.
Stat.
ch.
111½, ¶1003)
and
the
Board’s
regulations
34
Ill.
Adm.
Code
301.420).
In
particular, the Section
601.105 definition appears to establish an
identity
between
“ground
water”
and
“underground
water”,
whereas
conventional
use
considers
groundwater
to
be
a
subset
of
underground
water
(P.
at
1531).
Since
these
differences
in
definition
appear
to
be
the
source
of
some
confusion,
the
Board will propose to amend these
definitions
in the earliest possible regulatory
proceeding.
The
amendment
adopted
today
rectifies
this
inconsistency.
The Board also notes that in several portions of the Board’s
Public Water Supply (Subtitle
F)
rules and regulations the term
“ground water” is spelled as two words.
In contrast, within the
128—108

—23—
Environmental Protection Act
and
most other state statutes,
as
well as elsewhere within the Board’s rules and regulations, the
spelling
is
in
the
more
commonly
encountered
form
of
a
single
word,
“groundwater”.
Given
that
both
spellings
occur
in
technical literature,
and that it is commonly understood that
there is no distinction between the two terms other than in the
spelling,
the
Board
does
not
believe
that
changing
the
spelling
within Subtitle F is here justified.
DISCUSSION
OF
PART
615
Part
615
sets
forth
standards
for
“Existing
Activities
in
a
Setback
Zone
or
Regulated
Recharge
Area”,
pursuant
to
the
mandate
of Section 14.4(b)
of
the
Act.
Both
here
and
in
Part
616 a number of changes
in the nature
of technical corrections have been made
to
the proposed
regulations at various stages
in this proceeding.
For the most
part these are not specifically discussed herein.
Part
615,
Subpart
A:
General
Subpart
A
sets
forth
the
general
provisions
applicable
to
the entire Part.
Section
615.101
sets
out
the
general
purpose
of
the
Part.
The
Board
notes
that
there
is
some
particular
import
to
the
language
“located
wholly
or
partially
within
a
setback
zone
or
regulated
recharge
area”.
Given
the
sharp
boundary
of
most
setback
zones
(or
even
regulated
recharge
areas),
the
Board
believes that it may be common that an otherwise affected unit
will lie partly within and partly outside the setback zone (e.g.,
the
unit
extends
from
less
than
200
feet
to
more
than
200
feet
away
from
a
well
which
establishes
a
minimum
setback
zone).
The
Board believes that the intent of the IGPA
is clearly to regulate
such
“split”
units.
At
the
same
time,
however,
the
Board
does
not
believe
that
the
IGPA
intends
that
the
regulations
apply
to
the
entirety
of
a
facility
or
site
that
contains
multiple
units,
and
for
which
the
only
otherwise affected units are located outside the setback
zone
or
regulated recharge
area’7.
Thus
the
emphasis
in
the
applicability
statement
is
on
the
unit(s)
that
are
located
wholly
or
partially
within
the
setback
zone
(or
regulated
recharge
area).
Similarly,
the Board would not find
it inconsistent with
17
The
Agency
also
intends
that
the
regulations
apply
only
to
“that
portion
lof
an
activity)
which
is
actually
located
within
a
setback
zone
or
regulated
recharge
area”
(PC
#9
at
¶3,
emphasis
added).
The
Board
believes
that
this position .is equivalent to
that
here
presented
by
the
Board.
128—109

—24—
the
IGPA
or
the
instant
proposal
if
an
owner
or
operator
of
a
multiple—unit
facility
or
site
complied
with
the
current
rules
only
for
those
units
located
wholly
or
partially within the
relevant
setback
zone
or
regulated
recharge
area.
Section
615.102
contains
definitions
applicable
to
the
Part.
The
intent
is
to
bring
into
the
Part
all those definitions that
are
required
for
a
reading
of
the
Part,
and thus to allow the
Part to stand on its own as much as possible.
Many of the
definitions
have
been
borrowed
from
other
Board
regulations,
particularly from 35
Ill. Adm. Code 720 and 724.
In
addition,
particular attention has been paid to making the definitions
consisi.ent with the definitions found at 35
Ill. Adm. Code
620,
in
accord
with
the
close
interrelationship
between
Part
620
and
today’s regulations.
The definitions have undergone various modifications from
those
originally
proposed
by
the
Agency.
These modifications
will
not
be
tracked
here;
rather
the
interested
person
is
directed
to
the
earlier
Opinions
in
this
proceeding
for
greater
details
(1st First Notice Opinion,
p.
22; 2nd First Notice
Opinion,
p.
24—6;
Second
Notice
Opinion,
p.
3—4)
Section
615.103
sets
forth
incorporations
by
reference.
The
format
is
that standardly used
in the Board’s rule and
regulations.
As with the definitions, the incorporations
by
reference have undergone some evolution during the course of this
proceeding.
The interested person
is directed to the early
Opinions
(see
above)
for
a
review
of
this
procedu.ral
history.
Section
615.105
sets
forth
the
various
general
exceptions
to
the
applicability
of
Part
615.
The
first
of
these
exceptions
is
that the Part does not apply if an otherwise regulated facility
or
unit
possesses
a minimum hazard certification pursuant to
Section 14.5 of the Act.
This provision is included
in the
instant proposal based on the directive at Section
14.4(b)
of the
Act that
.
.
.
the
Board shall ensure that the promulgated
regulations are
.
.
.
not pre—emptive of the certification system
provided by Section 14.5” of the Act.
Subsections
615.105(b)
and
615.105(c)
note that exceptions
may flow as the result of an adjusted standards proceeding,
site-
specific
rulemaking,
or
a
regulated
recharge
area
proceeding.
The subsections are intended only to alert interested persons to
the possibility that requirements alternate to those
in Parts
615
and 616 might apply if such are authorized
in any of these
alternate rule—making modes.
The Agency has suggested that a literal reading of language
found at 1st First Notice Sections 615.105(b)
and
(C)
and
616.105(b)
and
(c) might provide that if a person “obtains any
‘different requirements’ under an adjusted standard or regulated
recharge area proceeding,
none of the other requirements
128—110

—25—
contained in Parts 615 or 616 would apply even if these other
requirements were not the subject of adjusted standard or
regulated recharge area proceedings”
(PC #23 at ¶21).
The Board
believes this to be an unfounded concern, since
in any of the
three alternate standards proceedings
it is to be expected that
any “relief” authorized would be clearly delineated and granted
only after a full and careful consideration of all ramifications.
Subsections 615.105(d)
and 615.105(e)
set forth exceptions
that flow from Sections 14.4(b) (A) and
(B)
of the Act.
The
language used in these provisions is the language of the Act,
except
that
negation
is
used
in
615.105(e)
to
conform
the
langua~eto the structure of Section 615.105.
Part 615,
Subpart
B:
Groundwater Monitoring
Subpart B establishes groundwater monitoring and associated
requirements, including a corrective action program.
The Subpart
is broadly modeled after 35 Ill.
AdTn.
Code 724.Subpart
F,
which
establishes similar requirements for hazardous waste facilities.
Among the principal differences is that Subpart B
is not
implemented via permit
(see preceding discussion), whereas the
provisions of
35 Ill.
Adm.
Code 724.Subpart F are.
The Defenders had asked prior to 1st First Notice
(PC #10 at
16—19)
,
that,
in the absence of a permit,
various activities
required of an owner or operator be undertaken with the
assistance or under the direction of
a person with credentials
in
hydrogeology
(PC #24 at 8).
As 1st First Notice the Board
declined to do so.
The Board affirmed that professional
competence
is essential in making groundwater monitoring
decisions.
However,
it based it decision,
and continues to do
so, on the absence, of
a certification,
accreditation,
or other
program that offers verification of the competence required.
Section 615.201
identifies the facilities or units for which
groundwater monitoring is required.
These are on-site surface
impoundments,
and facilities or units for the storage and
handling of pesticides,
fertilizers,
road oils,
and de—icing
agents.
The groundwater monitoring requirement
is specifically
~
required for underground storage tanks.
Additionally,
the
otherwise affected facilities or
units may be exempted pursuant
to an adjusted standard or regulated recharge area rule.
It
is to be noted that waste piles are landfills pursuant to
Section 810.103, and that existing on-site landfills are required
to monitor groundwater pursuant to 35
Ill. Adm.
Code 814.
Thus,
groundwater monitoring
is required for waste piles.
Section 615.201
is redundant to the extent that
it repeats
applicability statements found in Subparts
D,
F,
I,
J,
K,
and L.
However,
it
is believed that this repetition has value
in guiding
persons through the instant rules.
128—111

—26—
Section 615.202 prescribes that the required groundwater
monitoring period consists of the active life of the unit,.
including its closure and post-closure care periods.
It further
specifies that the post-closure care period
is five years for all
units subject to the instant Part18,
except for pesticide and
fertilizer facilities for which the post-closure care period
is
three years19.
Additionally, post—closure care
is to be
continued beyond the three or five years until such time as any
required corrective action
is completed (see Section 615.211).
The Defenders had requested that the post—closure care
period’ for surface impoundments also
be 15 years
(PC #10 at
22).
However,
the time periods involved in post-closure care as here
adopted are consistent with the required term of post-closure
care
in other Board regulations and the Act.
The Board does not
believe
that
sufficient
jus’tification
for
an
exceptional
period
of care for the type of surface impoundments herein under
consideration has been presented in this record.
Similarly,
the
Defenders had requested that the post—closure care period for
pesticide and fertilizer facilities be five years.
Section 615.202 also provides that the active life of a
facility subject to Subpart B begin no earlier than one year
after the effective date of the Part.
The intent
is to allow all
affected facilities
a maximum of one year within which to take
the steps necessary to comply with the requirements of the
Subpart.
This
is deemed necessary since requirements such as
siting and developing monitoring wells will require lead time.
The Agency had suggested that Section 615.202 might be
better placed within Subpart A rather than Subpart B
(PC #23 at
¶22)
.
The Agency observes that there are compliance periods for
requirements other than those contained in Subpart B.
While the
Agency
is clearly correct in this observation, the Board does not
believe that its suggested remedy is workable.
Section 615.202
is essentially a definitional section wherein the term
18
At 1st First Notice it was specified that the post—closure
care period for landfill units was 15 years or such longer period
as may be set by Board regulations.
Post—closure care
is now set
in
Parts
811 through
815
at
5
to
30
years,
depending upon the
nature of the material contained in the landfill.
19 This provision is was added at 2nd First Notice based upon
suggestion of the Agency
(PC #23
at ¶37),
which
in turn was based
on the observations
of IFCA.
128—112

—27—
“compliance period”
is defined as it is used within Subpart B20
the term is used nowhere else within Part
615.
Section 615.203 specifies that the owner or operator of any
unit subject to Subpart B must comply with groundwater standards
adopted by the Board.
Pursuant to the definition of groundwater
standards
at
615.102
these
standards
are
the
groundwater—specific
standards
mandated
in
the
IGPA
and
found
at
Part
620.
Section
615.203
further
specifies
that
compliance
with
the
groundwater
standards
is
to
be
for
the
full
compliance
period
and
that compliance
is
to be measured at the compliance point
or
points.’
The latter term is defined at 615.102, along with a
related definition for “unit boundary”.
The unit boundary is the
perimeter
of
the
area
at
the
surface
of
the
land
on,
above
or
below which an affected unit is located.
A compliance point is
any
of
those
points
within
a
Class
I
through
III
groundwater
which exist directly beneath the unit boundary in the
direction(s) toward which groundwater flows.
If the groundwater
flow beneath
a unit is
in different directions at different
depths or at different times,
there could be more than one
compliance point and compliance points could be other than
vertically arrayed.
To the extent that “unit boundary” and “compliance point”
are intended to define monitoring requirements and the need for
corrective action,
the definitions are designed under the
premises that contamination must be identified as close to its
source as
is practicable
(for example,
it is generally infeasible
to
monitor
directly
beneath
an
affected
unit)
and
that
contamination must be contained and addressed,
when
it
is found,
as close to its source as possible.
Section 615.204 prescribes groundwater monitoring system
requirements.
Its main provisions are directed to the
sufficiency of the monitoring network and well design and
construction.
A monitoring network is sufficient
if
it allows sampling of
the background groundwater quality and the quality of groundwater
passing the compliance point or points.
Under certain
circumstances,
as specified in subsection
(b)
,
an owner or
operator may use an existing well as
a monitoring well.
This
provision
is allowed to provide economy where circumstances
warrant.
The standards for well design and construction follow
accepted practice
(P.
at 54; Exh.
78, Attachment B).
20
Once
each
at
Sections
615.203(a),
615.207(a),
and
615.207(b),
and three times at Section 615.211(e).
Similar usages
occur
in Part
616.
128—113

—28—
Determination of the sufficiency of the number and location
of monitoring wells
is to be made by the owner or operator.
As
regards this matter,
the Board directs attention to the foregoing
discussion under “Absence
of. Permits”.
Section 615.205 prescribes protocols for groundwater
sampling.
The intent
is to have established a consistent
sampling protocol to assure that sample results can be compared
from
event
to
event.
There are also specific requirements that
the groundwater surface elevation, be determined for each sample
and that groundwater flow rate and direction be determined at
least
annually.
The
latter
provisions
are
intended
to
assure
that
m6vement
of
contaminants
can
be
readily.
addressed.
The Defenders recommended that the owner or operator of each
affected facility be required to file with the Agency, within one
year after the adoption of these rules,
a report specifying
various items
(PC #24 at 6—9; PC #34 at 4—6).
The items include
characterization of the three—dimensional groundwater flow system
underlying the facility,
a description and rationale for the
number and location of monitoring wells,
and description of’~the
data and qualifications of the individual upon which. the report
is based.
The Defenders contended that this information is
necessary if the Agency is to review and evaluate the tasks
required of owners and operators
(PC #24 at 7).
At 2nd First Notice the Board noted that
it shares the
Defenders concern about adequate oversight of the various
monitoring requirements
in today’s rule
(2nd First Notice Opinion
at
p.
31).
The
Board
added
that
it
has
an
independent
concern
that there be available in the public record information upon
which public policy may be reasonably predicated.
At the same
time,
the Board noted its apprehension about regulatory and
administrative overburden,
and asked interested persons to advise
the
Board
on
how
to
find
the
proper
balance
among
these
concerns
(Id.).
In
response,
both
the
Agency and Defenders renewed their
former position.
The Agency observed that landfills are already
required to provide very detailed data pursuant to 35
Ill. Adm.
Code 811.
As regards other types of activities covered under the
instant
rule,
the
Agency
responded
that
the
Defenders’
recommendation
would
be
contrary
to
the
intent
and
desirability
of
having
the
instant
rules
be
self—implementing,
that
the
Agency
can
perform
facility
inspections
to
assure that facilities, are
complying,
and that there are various public groundwater data
bases
under
development
by
the
Agency
or
otherwise
available
(PC
#32 at ¶5).
The Board thereupon accepted the Agency’s
recommendation of adding no additional reporting requirements
(Second
Notice
Opinion
at
p.
10).
Section 615.206 prescribes the parameters which are to be
sampled.
For
most
facilities
these
parameters
are
those
128—114

—29—
contaminants
which
are
present
at
the
facility
~
for
which
the
Board has adopted a groundwater standard.
Sampling
of special parameters are specified for two
activities:
storage and handling of pesticides and fertilizers.
Pesticide activities are required to sample for five specific
pesticides or five groups of chemically—similar pesticides which
are stored or handled at the facility, which are most likely to
enter
the
groundwater,
and
which
are the, most toxic.
A list of
five
criteria,
including
volume
stored
or
handled,
1eachabili~y,
toxicity,
spillage history,
and existence of groundwater
standards,
is presented as a guide to the owner or operator for
selection
of
the
pesticides
to
be
monitored.
An
activity
involving
handling
or
storage
of
fertilizers
requires monitoring of five specific parameters:
pH, total
organic
carbon,
nitrates
as
nitrogen,
ammonia
nitrogen,
and
specific conductance.
The Agency believes that these parameters
constitute a sufficient list to determine whether spillage or
leakage
of
fertilizers
has
occurred,
and
hence,
are
sufficient
for
routine
monitoring.
More
extensive
monitoring
may
be
required
if
corrective action must be undertaken pursuant to Sections 615.209
through 615.211.
Section 615.207 sets out required sampling frequencies.
For
all affected facilities sampling is required quarterly,
except
for
certain
facilities
for
the
storage
and
handling
of
pesticides
or
fertilizer,
for
which
sampling
is
required
semi-annually
(subsection b), and for facilities
for the storage and handling
of road oils and de-icing agents,
for
which
sampling is required
annually
(subsection
(c)).
The
quarterly
monitoring
requirement
is premised upon the following observations:
Sampling at quarterly intervals helps assure that
seasonal variations in groundwater can be accounted for
when the sample results are’reviewed.
Moreover,
quarterly monitoring strikes a reasonable balance that
results
in a sampling frequency that helps assure that
a release will be detected at an early stage,
and yet
is
not
so frequent as to be overly burdensome to owners
and operators of units.
(PC #23 at ¶5)
The provision that allows certain facilities for the storage
and handling of pesticides or fertilizer to sample semi-annually
was introduced at 2nd First Notice.
Under the 1st First Notice
proposal all affected pesticide and fertilizer facilities would
have
been
required
to
sample
quarterly.
Various
objections
to
this provision had been raised by IFCA and IDOA.
IDOA also
suggested
that
the
1st
First
Notice
quarterly
requirements
were
overly
onerous
to facilities that have containment structures
in
place
and
that
have
shown
that
groundwater
impacts
have
not
occurred
(PC #22 at
12—13).
128—115

—30—
The
Board
does
not
believe
that eliminating all monitoring
requirements for affected pesticide and fertilizer facilities
is
acceptable as a rule-of-general—applicability.
Neither does the
Board
believe
that
it
would
be
acceptable
to require monitoring
only
after
off—site
occurrences
of
contamination
have
been
recognized21.
Either
circumstance
is
viewed
as not compatible
with
the
mandate
of
the
IGPA
‘to
reduce
risk
to
the
State’s
groundwaters.
The Board agrees with the Agency that the
monitoring component of the proposed regulations
is “an essential
element
of
the
groundwater protection scheme, providing notice of
contamination
in
its
earlier
stages”,
and allowing for initiation
of
nondegradation
and
preventative
response
measures
to
maintain
or
restore
the
integrity
of potable supplies
(PC #23 at 37).
This preventive aspect of the regulations would be lost should
the
Board
only
require
groundwater
monitoring
after
contamination
is discovered at an off—site location.
In
recognition
of
these
views,
the
Board
at
2nd
First
Notice
halved the quarterly monitoring requirement for those facilities
deemed
to
present
lesser
risks.
The
qualifications
for
this
lesser
requirement
follow
the
general
recommendation
of
the
Agency
(PC
#23
at
¶37)
(See also discussion above at pp.
.17
and
18)
Section
615.208
specifies
that
the
results
of
monitoring
must
be
reported
to
the
Agency
on
a
regular
basis.
Section
615.209
sets
out
procedures to be followed when
monitoring shows that a groundwater standard has been exceeded.
The Agency must be notified of such exceedences.
Additionally,
the
owner
or
operator
must
accelerate
the
sampling frequency and,
in
some
cases,
expand
the
list
of
sampled
parameters.
For
most
facilities
it
is
required
that
the groundwater be resampled
within
three
days.
For
pesticide
facilities
it
is also required
that
the
resampling
address
each
pesticide
previously
and
presently
handled
at
the
facility.
Section
615.209
further
requires
that
an
owner
or
operator
start a corrective action program
if
the
accelerated
sampling
confirms that groundwater standards are exceeded.
The
requirement
is waived if the owner
or operator can demonstrate
pursuant to Section 615.210 that a source other than the
regulated facility
is the cause of the exceedence or that the
monitoring results were spurious due to error
in sampling,
analysis,
or
evaluation.
21
IDOA
suggests,
among
other
matters,
that
certain
facilities
that
have
containment
and
that
have
no
prior
history
of
causing
groundwater contamination should be
“relieved
of the requirement
for
groundwater
monitoring
until
such
time
as
a
detection
of
another
off-site
sampling
entity would
trigger
the
facility
to
sample the on-site well”
(PC #22
at
13).
127—116

—31—
It
is
to
be
noted
that
there
is
a
difference
between
the
triggering mechanism for corrective action here and that found at
35
Ill.
Adin.
Code
724.Subpart
F.
There
corrective
action
is
necessary
if
an
increase
above
the
background
concentration
is
detected
in
any
monitoring
well,
even
if
the
increase
does
not
violate
a groundwater standard.
However, under Section 615.209
corrective
action
is
necessary
only
if
a
groundwater
standard
is
exceeded
at
any
monitoring
well.
Section
615.210
sets
out the requirements for making an
alternate
non-compliance
response.
The
principle
is
that
if
the
standard
is
caused
to
be
exceeded
by
other
than
activities
at
the
affected
facility,
the
owner
or
operator
need
not
assume
responsibility for corrective action.
Similarly,
if the
exceedence
of
the
standard
is
only
apparent
due
to
error
in
sampling,
analysis,
or
evaluation,
the
owner
or
operator
need
not
undertake
corrective
action.
A significant provision of Section
615.210
is
the
specification that the facility which
is being monitored
is
presumed to be responsible for the standard being exceeded,
and
that it
is the responsibility of the owner or operator who elects
this alternate non—compliance response to overcome this
presumption.
This provision was introduced at 1st First Notice
on the well-taken suggestion of the Defenders that the affected
owner or operator should bear the burden of proving that the
contamination originated from some other source or was due to
error in the sampling required of ,the owner or operator
(PC #10
at
16)
Section 615.211
prescribes
the
corrective
action
program
that
must
be
undertaken by an owner or operator when
a
groundwater standard is found to be exceeded.
The result of the
corrective action program is compliance with the standards.
Accordingly, the corrective action program must be continued
until
it
is demonstrated that the standards are no longer
exceeded.
Part
615,
Subpart
C:
General
Closure
and
Post-Closure
Requirements
Subpart C establishes general closure and post—closure,
requirements
applicable
to
certain
existing
facilities
and
units.
Additional closure requirements specific to these individual
facilities or units are contained in following Subparts which
pertain
to
the
individual
types
of
facilities
or
units.
In
general,
the
closure
and
post—closure
requirements
are
modeled after similar requirements applicable to hazardous waste
facilities as found at 35
Ill. Adm. Code 724.
The Agency
believes,
and
the
Board
concurs,
that
it
is not appropriate to
establish closure/post—closure procedures for facilities subject
128—117

—32—
to
the
instant
rules
that
are different from the requirements
placed on facilities that are subject to the permitting
requirements of Part 724.
Section 615301
lists the types of facilities or units to
which
the
provisions
of
Subpart
C
apply.
Included are land
treatment
units,
on—site
surface
impoundments, and facilities for
the
storage
and
related
handling of pesticides and fertilizers.
It” is
to
be
noted
that
some
facilities
or
units
otherwise
affected
by
this
Part,
including
underground
storage
tanks
and
storage
and
handling
of
road
oils and de-icing salts,
are jiQ~,
subject to the requirements of Subpart C.
In
both
the
Agency’s
proposal
and
at
1st
First
Notice
on-
site
landfills
were
specifically
included
in
the
applicability
statement
at
Section
615.301,
and
waste
piles
were
specifically
excluded.
Upon promulgation of the Board’s landfill regulations
in P88—7,
existing on-site landfills became subject to the
landfill closure and post—closure requirements found at 35
Ill.
Adm.
Code 811.
Rather than duplicate these requirements
in Part
615,
the Board at 2nd First Notice eliminated the on-site
landfills from the Subpart C applicability statement.
Waste
piles are also subject to the closure requirements of Part 811
through the operation of
35 Ill.
Adm.
Code 810.103.
Section 615.302 establishes the closure performance
standard.
The standard is patterned after and similar to the
closure standard of
35 Ill.
Adm. Code 724.211 for hazardous waste
facilities.
The Agency persuasively points out that closure should be
carried out
in a way that “controls, minimizes or eliminates,
to
the
extent
necessary
to protect human health and the environment,
post-closure
escape
of
waste,
waste
constituents,
leachate,
contaminated
runoff
or
waste
decomposition products to”
~fl
parts
of the
environment
(PC
#23
at
¶33); at
1st
First
Notice
only
escapes to “the ground” were specified.
Accordingly,
at 2nd
First Notice escapes to “soils,
groundwaters, surface waters,
and
the atmosphere” are specified.
Section 615.303 requires that a certificate of closure must
be signed by
a registered professional engineer,
as defined at
615.102.
This certification is intended to help assure that an
affected unit
is closed
in accordance with Board standard~.
Section 615.203 is patterned after and similar to the cert,ificate
of closure provision of 35
Ill. Adm. Code 724.215 for hazardous
waste facilities.
Today’s regulations retain the Agency’s
recommendation
that
the registered professional engineer not be
an
in—house
engineer
(i.e.,
that the engineer be “independent”)
The
requirement
that
a
registered
professional
engineer
who
12 8—118

—33—
performs tasks such as closure certification be “independent” is
a normal requirement in both USEPA and Board regUlations22.
Section
615.304
requires that a survey plat must be filed
with the appropriate local zoning authority for units that
dispose
of
waste
or
facilities
for
the
storage
and
handling
of
pesticides or fertilizers.
This requirement is patterned after
and similar to the survey plat requirement of
35
Ill. Adm.
Code
724.216 for hazardous waste facilities.
Growmark
expressed
concern
over
regulatory
overlap
between
today’s regulations and various portions
of Part 255
(see
Discus~ionof Regulation of Pesticides and Fertilizer Facilities,
above).
Among particulars, Growmark observed
(PC #28 at
7)
that
both Section 615.304
(and
Section
616.304)
and
Part
255
at
Section 255.70 require maintenance and reporting of survey
information.
In response,
at
Second Notice, the Board allowed
that Sections 615.304/616.304 and Section 255.70 may contain some
overlapping requirements.
However,
it also observed that the
requirements are decidedly not identical.
Nevertheless, the
Board added
a new paragraph
to Section 615.304, which prOvides
that records required by other authorities which contain the same
information as required under Section 615.304/616.:~4 satisfy
this requirement.
The concept and form of the addition,is
identical to that found at Section 255.70(b), hence establishing
a reciprocity between the two rules.
Section 615.305 requires owners and operators of affected
waste disposal units to file with the Agency,
County Recorder,
and local
zoning authority within
60 days after the closure
of a
unit
a record of the type,
location,
and quantity of waste
disposed at the unit.
This regulation
is patterned after and
similar to the post-closure notice’ requirement of 35
Ill.
Adm.
Code 724.619(a)
for hazardous waste facilities.
Section 615.306 provides that
a certificate of completion
of
post-closure care,
signed by an independent
(see discussion
of
Section 615.303) registered engineer, must be filed with the
Agency.
This regulation
is patterned after and similar to the
post—closure certification requirement of 35 111.
Adm.
Code
724.220 for hazardous waste facilities.
22
E.g.,
35
Ill.
Adm.
Code
724.215,
724.220,
724.243(i).
724.245(i) 724.247(e), 724.292(a). 724.292(b), 724.293(i). 725.215,
725.220,
725.243(h),
725.245(h),
725.247(e),
725.291(a),
725.292(a),
725.292(b).
725.292(a),
725.293(i),
725.296(f),
and
811.502.
128—119

—34—
Part
615,
Subpart D:
On—Site Landfills
Subpart D requires the closure of certain landfill units.
For the Subpart to apply,
several tests must be met,
as specified
at Section 615.401.
These are:
1)
The unit
is an existing unit pursuant to the definition
of “existing” at 615.102.
2)
The unit
is located wholly or partially within either a
setback zone of a potable water supply well or within
a
regulated recharge area.
3)
The waste contained within the unit
is generated on-
site,
pursuant
to
the
definition
of
“on-site”
at
615. 102.
4)
The unit contains waste other than hazardous waste,
livestock waste,
landscape waste,
or construction and
demolition debris.
5)
The unit
is not exempt from Part 615 pursuant to any of
the exemptions identified at 615.105.
These tests are for the most part based upon the prescriptions
of
Section 14.4(a)
of the Act,
which sets out the scope of
activities intended to be regulated under the instant rulemaking.
See the preceding under the heading “Required Cessations and
Closures” for a general discussion of this provision.
In both the Agency’s proposal and at 1st First Notice
various operating requirements were also specified for existing
landfill units at then Sections 615.405 through 615.407.
These
were deleted at 2nd First Notice in recognition of the
promulgation
in R88-7
of
35 Ill.
Adm.
Code 810 through 815
(see
discussion,
Regulation
of On—Site Landfills and Waste Piles,
above)
Part 615,
Subpart
E:
Land Treatment Units
Subpart
E establishes special requirements for affected land
treatment units.
For a land treatment unit to be subject to the
Subpart,
it must meet the same tests that a landfill needs to
meet
to
be
subject
to
Subpart
D
(see
above).
The
principal
provision
of
Subpart
E
is
the
required
closure
of certain land treatment units,
as specified
in Sections 615.422
and 615.423.
The closure requirements are identical with those
contained
in
Subpart
D
pertaining
to
landfills,
except
that
land
treatment units located in a regulated recharge area are not
required to close.
See the preceding under the heading “Required
Cessations and Closures”
for a general discussion of this
provision.
128—120

—35—
Prior to 2nd First Notice the Agency observed that
a
provision pertaining to land treatment of sludges from wastewater
treatment plants and potable water treatment plants recommended
by the Agency and found at 616.Subpart
E was not included at 1st
First Notice in the parallel 615.Subpart
E.
The Agency then
postulated,
correctly,
that this was an inadvertent exclusion
(PC
#23
at
¶35).
The
provision
reads:
Nothing
in this Subpart shall prohibit land treatment
within
a maximum setback zone of sludge resulting from
the treatment of domestic wastewater or of sludge
resulting from the treatment of water to produce
potable water,
if such activities are conducted in
accordance with the Act and 35 Ill. Adm.
Code:
Subtitle
C.
At 2nd First Notice this provision
was added back to 6l5.Subpart
E at Section 615.424.
The only other provision of Subpart
E is that closure
~f
affected land treatment units is subject to two of the general
closure requirements found
in Subpart
C:
Section 615.302, the
general Closure Performance Standard requirement,
and Section
615.303, the general Certification
of’ Closure requirement.
At
1st First Notice affected land treatment units were required to
meet all the requirements of Subpart C,
not just Sections 615.302
and 615.303.
However, the Agency correctly observed prior to 2nd
First Notice that the remaining general’ closure requirements of
Subpart
C are inappropriate for existing land treatment units
(PC
#23
at ¶32).
Part
615,
Subpart
F:
Surface Impoundments
Subpart F establishes special requirements for affected
surface impoundment units.
For a surface impoundment unit to be
subject to the Subpart,
it
must
meet
the
same
tests
that
a
landfill needs to meet to
be
subject to Subpart D (see above).
A principal provision of Subpart F
is the required closure
of certain surface impoundment units.
See the preceding under
the heading “Required Cessations and Closures” for a general
discussion of this provision.
Section 615.444 prescribes that the owner or operator of any
surface impoundment unit subject to Subpart F shall comply’ with
the groundwater monitoring requirements and program of Subpart
B.
Section 615.445 requires that operating surface impoundments
be inspected weekly and after storms for the purpose of detecting
any
malfunctions
of
the
impoundment
that
could
lead
to
releases
to
groundwater.
128—121

—36—
Section 615.446 establishes several additional operating
requirements applicable to affected surface impoundment units.
These include a prohibition against placing incompatible
materials
in
a surface impoundment unit, patterned after 35
Ill.
Adm.
Code 724.413, and requirements to be met if the surface
impoundment is discovered to leak,
patterned after
35
‘Ill.
Adm.
Code 724.327.
Section 615.447 establishes standards for closure and post-
closure care of affected surface impoundment units.
Three
pathways are specified, depending upon whether the closure is by
complete removal, partial removal, or no removal.
The Section
is
patterr~edafter and similar to 35 Ill.
Adm.
Code
724.328.
Part
615.
Subpart
G:
On—Site Waste Piles
Subpart G establishes special requirements for affected
waste piles.
For a waste pile to be subject to the Subpart,
it
must meet the same tests that
a landfill needs to meet to be
subject to Subpart D
(see above).
The principal provisions of
Subpart G consist of required closure of certain waste piles and
of design and operation standards
for others.
Section 615.462 establishes the conditions under which
certain waste piles are required to close.
Pursuant to the
landfill regulations adopted in R88—7, certain types of on-site
waste piles are now subject to the same regulations applicable to
on—site landfills.
To assure that this same principal be
continued into the present rules,
the Board at Seqond Notice
accepted the recommendation of the Agency that those waste piles
that are treated like landfills for the pur~oseof the P88-7
regulations also be treated like landfills2
for,the purpose of
the instant regulations
(PC #32 at ¶1,
2,
and
6).
This
is done
at Section 615.462,
where there
is applied the same standard for
distinguishing landfills and waste
piles as found
in the
definition
of
“waste pile”
at 35
Ill. Adm.
Code 810.103.
Section 615.463 specifies design and operating requirements
applicable to those waste piles ~
subject
to required closure.
The goal of these requirements
is to minimize the possibility of
escape of leachate, runoff,
and wind—blown debris from the waste
piles.
The principal provision
is a requirement that an affected
waste pile be covered to protect
it from precipitation.
Other
provisions include
a prohibition against placing free liquids
in
a waste pile,
required protection against surface water run-on,
required protection against wind dispersal,
and required control
of infiltration.
Owners or operators of regulated waste piles
23
As
noted
at
2nd
First
Notice,
the
only
requirements
applicable to existing on—site
landfills generated in the instant
regulations are the requirements to close found in Section 615.402,
615.304, and 615.404.
128—122

—37—
are given six months from the date of first applicability of
today’s rules to comply with these design and operating
requirements.
Prior to Second Notice the Metropolitan Water Reclamation
District of Greater Chicago
(“District”)
requested an exemption
from the requirement that waste piles be covered by an
impermeable membrane or cover, with the exemption to apply to
waste piles that consist of POTW wastewater sludge where the
sludge piles are situated on underdrained paved surfaces and the
units are operated
in accordance a valid Agency permit.
The
District observe’d that its sludge drying piles are so constituted
and permitted, that groundwater adjacent to its sludge drying
areas
is monitored biweekly,
and that any leachate which
penetrates the pavement
is collected and returned to the
District’s plants
(PC #29).
The
District therefore opined that
sufficient protection against possible groundwater contamination
is already present
(ic~.).
The Board observed:
The Board accepts the thrust of the District’s
position.
The Board notes, however,
that sludge piles
of the District’s type are already regulated under
other rules and regulations, which
include requirements
for protection of groundwater.
In keeping with the
theory that today’s regulations are intended to fill
regulatory gaps,
the Board would not expect the
regulations to apply to the District’s sludge piles.
To assure that this reading
is clear,
the appropriate
course of action is to explicitly exempt the subject
sludge piles.
This exemption is achieved at subsections 615.461(b).
Section 615.464
specifies closure requirements
for waste
piles, applicable whether the closure
is required or otherwise.
It establishes that the sole method of allowable closure of
a
regulated waste pile
is closure by removal and disposal
of the
waste and of any containment system components that may have been
used.
Part 615,
Subpart
H:
Underground Storage Tanks
Subpart H establishes special requirements
for existing
underground storage tanks that contain special waste.
Its
principal provision
is that affected storage tanks that are
located within setback zones or regulated recharge areas must
comply with the requirements of
35
Ill.
Adm. Code 731 even if any
of the exemptions of
35 Ill.
Adm.
Code
731.101(b)
would otherwise
apply.
35
Ill.
Adm. Code 731 is identical
in substance to 40 CFR
280.
128—123

—38—
Part
615,
Subpart
I:
Pesticide Storage and Handling Units
Subpart
I establishes special requirements for facilities
and units
for the stora’ge and handling of pesticides.
For the
Subpart to apply,
several tests must be met.
These are:
1)
The facility or unit is an existing facility or unit
pursuant to the definition
of “existing” at 615.102.
2)
The facility or unit is located wholly or partially
within either a setback zone of a potable water well or
within a regulated recharge area.
3)
The facility or unit:
a)
is operated for the purpose of commercial
application;
or
b)
stores or accumulates pesticides prior to
distribution to retail sales outlets,
including
but not limited to units which are warehouses or
bulk terminals.
Subpart
I is similar to Subpart G
in that
it does not
require closure of affected facilities or units,
but rather
specifies design and operating requirements that must be met by
the owner or operator.
The principal provision of Subpart
I
is the specification of
certain design and operating requirements particular to the
facilities regulated under the instant Part.
These include
compliance with the groundwater monitoring and closure/post—
closure requirements of Parts B and C, maintenance of written
inventory records, weekly inspections
for leaks and deterioration
of structures,
and a requirement that all containers of
pesticides be contained within a secondary containment structure.
A principal question regarding Subpart
I has been how to
recognize IDOA’s regulations found at
8
Ill.
Adm. Code 255
(see
discussion of Regulation of Pesticide and Fertilizer Facilities,
above).
The Agency initially proposed that the Board require
compliance with Part 255 as a provision of Subpart
I.
Subsequently both the
Agency and the Defenders proposed that the
Board adopt the entirety of the Part
255 regulations
into, the
Board’s regulations
(PC #23 at ¶8; PC #24 at
10).
Later the
Agency proposed that the Board “cross—reference” certain sections
of Part
255, with cross-referencing referring to a
listing’ of
those portions of Part
255 with which affected facilities would
be required to comply
(PC #32 at ¶7).
The Board has rejected
each of these proposals as being beyond its authority or
consisting of improper indirect adoption of rules.
128—124

—39—
At 2nd First Notice the Board proposed to address the Part
255 question by inserting after Sections 615.603 and 616.604
a
Board Note indicating that affected facilities or units might
also have to comply with the Part 255
rules.
The purpose of the
Board Note
is to alert interested persons to the Part 255
rules,
while not giving an unwarranted authority to either the Board or
the Agency.
Part
615,
Subpart
J:
Fertilizer Storage and Handling Units
Subpart
J establishes special requirements for facilities
and units for the storage and handling of fertilizers.
Subpart J
is essentially identical to Subpart
I,
except for its application
to fertilizers facilities and units rather than to pesticide
facilities and units.
Part
615,
Subpart K:
Road Oil Storage and Handling Units
Subpart K establishes special requirements for facilities
and units for the storage and handling of road oils.
For the
Subpart to apply,
three tests must be met.
These
are:
1)
The facility or unit
is an existing facility
or unit
pursuant to the definition
of “existing”
at 615.102.
2)
The facility or unit is located wholly or partially
within either
a setback zone of
a potable water well or
within a regulated recharge area.
3)
The facility or unit stores or accumulates more than
25,000 gallons of road oils at any one time.
Section 615.702 prescribes the required closure by date
certain
of those regulated road oil units that are located
in
a
minimum setback zone and where the road oils contain waste.
Closure is required to be completed within two years after the
date of first applicability.
Closure
is not intended to be
required if the unit ceases storing or handling road oils prior
to this time
(see PC #9 at ¶34).
As initially proposed,
the required closure applied only to
units that store or handle road oils that contain wastes.
At 2nd
First Notice the Board noted that
it was uncomfortable with this
matter, and particularly with the apparent assumption that road
oils that contain wastes somehow present an inherently greater
risk to groundwaters than do virgin oils.
The Board also
observed that the Act,
in requiring that road oil be regulated,
makes no distinction between road oils with wastes or road oils
without wastes.
The Board accordingly requested that interested
persons address this matter.
On the basis of responses received
(PC #32 at ¶8; PC #34 at
14), the Board concluded at Second Notice that
it was unpersuaded
128—125

—40—
that there
is
a basis for distinguishing road oils containing
wastes from virgin road oils
in the context of the instant
regulations.
Accordingly, the Board deleted the “containing
wastes” provision.
Section 615.703 prescribes that the owner or operator of any
unit subject to this Subpart shall comply with the groundwater
monitoring requirements and program of Subpart B.
Section 615.704 sets out various design and operating
requirements applicable to above—ground storage tanks.
For the
purposes of Part 615,
an above—ground storage tank is defined at
Section 615.102
as a storage tank that is not an underground
storage tank.
Design and operating requirements include providing and
maintaining primary and secondary containment,
as well as various
prohibitions against operating practices.
The design and
operating requirements are patterned after and similar to.35 Ill.
Adm.
Code:
Subpart J
(PC #9 at ¶36).
These design and operating
requirements are specified
in subsection
(f)
as becoming
applicable two years after date of
first applicability the
instant rules.
Section 615.705 establishes the closure requirements
applicable to above-ground storage tanks.
Part 615,
Subpart
L:
De-Icing Agent Storage and Handling Units
Subpart L establishes special requirements for affected de-
icing agent facilities or units.
The Subpart
is applicable
to
all units located wholly or partially within
a •setback zone.
The
Subpart does not apply to affected units that are located
in
a
regulated recharge area,
unless the unit
is also located within
a
setback zone.
For Subpart L to be applicable,
the unit also must
store or accumulate more than 50,000 pounds of de—icing agent at
any one time.
Subpart L is similar to Subparts
G,
I,
and J in that
it does
not require closure of the affected facilities,
but rather
specifies design and operating requirements
that must be met by
the owner
or operator.
These include the groundwater monitoring
requirements and program of Subpart B.
Also included are design
and operating requirements for indoor and outdoor units.
DISCUSSION OF PART ‘616
Part 616 sets forth “Standards for New Activities Within
a
Setback Zone or Regulated Recharge Area” pursuant to the Section
14.4(d)
of the Act.
Many provisions
of Part 616 are identical to
provisions
of Part 615,
and
in general, discussion
of these will
not be repeated here.
128—126

—41—
Nevertheless, there are some several significant differences
between the two Parts,
including:
1.
Part 616 has no required closure provisions,
since
facilities of the type that have required closure
if
governed
by’ Part 615 are statutorily prohibited
if
governed under Part 616.
2.
Each new facility or unit subject to the groundwater
monitoring requirements
of Part 616 is required to
establish background concentrations for contaminants
likely to be present at or released from the facility
or unit.
These background concentrations constitute
both triggers and benchmarks for preventive action.
3.
Where corrective action must be undertaken, new
facilities are required to clean up groundwater to a
level consistent with background concentrations,
rather
than to the level
of the groundwater standards.
Part 616,
Subpart
A:
General
Sections 616.101, 616.102, and 616.105 present similar
or
identical introductory provisions to ‘those found in Part 615.
For purposes of economy, the definitions of Section 615.102 are
incorporated into Part 616 rather than repeated,
except for
several definitions that are particular to Part
616.
Part 616 contains no Incorporations by Reference Section.
Rather,
all references to incorporated material
in Part
616 are
referenced to the parallel Section at 615.103.
The purpose
is to
have all incorporated—by—reference material cited
in Parts
615
and 616 in
a single section,’ thereby allowing for greater economy
of listing and for more ready amendment at future times.
Section 616.104 sets out the two methods by which exceptions
to the prohibitions against sitings of new facilities may be
achieved.
Both exception procedures are prescribed
in the Act,
and hence are statutory provisions.
The first method,
specified
at 616.104(a),
is the waiver provision for setback zones of
potable water supply wells other than community water supply
wells found at Section
14.2(b)
of the Act.
The second method,
specified at 616.104(d),
is the provision for the Board’s
granting of an exception for setback zones for community water
supply wells found at Section
14.2(c)
of the Act.
Part
616,
Subpart
B: Groundwater Monitoring Requirements
Subpart
B sets out the groundwater monitoring and corrective
action requirements applicable to certain new regulated
facilities or units.
The affected facilities
or units are all
128—127

—42—
the facilities or units subject to Part 616 except for
underground storage tanks.
In most of its provisions,
Subpart B is modeled after 35
Ill. Adm.
Code 724.Subpart
F.
It thus also closely parallels
615.Subpart
B.
The principal differences between Parts
615 and
616 concern the preventive response procedures found in Part
616,
particularly in Sections 616.207 though 616.211.
Most of the
material
in these latter sections was introduced at 2nd
First
Notice in response to developments
in the Groundwater Standards
proceeding,
P89-14
(see discussion above).
S~ction 616.207 sets out requirements for establishing
background concentrations and maximum allowable results.
The
procedure consists of the owner or operator collecting a series
of samples intended to represent the background groundwater
quality.
The sampling must start
at or before the beginning of
operation of the facility24,
and the parameters that must be
sampled are those that are most likely to be represented in any
contamination deriving from the facility.
Based upon these
results the owner or operator calculates summary statistics. (mean
and standard deviation)
and the Maximum Allowable Result
(“MAR”),
for each parameter.
A MAR is the upper
limit of the 95
confidence interval set about the sample mean of the background
concentrations.
Section .616.208 sets out the sampling procedures
that are to
be followed after completion of the background sampling phase.
Except where a non-compliance response
is required,
these
constitute the normal, continuing sampling requirements.
Section 616.209 sets out a preventive notification and
response procedure,
as recommended by the Agency
(PC #23 at ¶9-
10 and at Exhibit
6).
The procedure closely parallels that
adopted
in P89-14
(see discussion’above)
at 35
Ill.
Adm.
Code
620.Subpart
C.
Depending upon the nature of the contaminant,
preventive
notification
is triggered either by the exceedence of the MAR for
any contaminant or the detection of any of
a series
of special
“triggering” contaminants.
The contaminants for which detection
is the trigger are the contaminants required to be monitored
under Section 616.207(a)
or that are listed in any of three
provisions
of Part 620.
The latter are the list of preventive
24 At 1st
First Notice
it was proposed that the sampling begin
“no later than six months after the beginning of operation of the
facility”.
However,
as
the Agency pointed
out,
a
new facility
should
have installed
an appropriate monitoring system prior
to
commencing
operations
(PC
#23,
¶41)
,
and
there
is
therefore
no
obvious reason why gathering of background levels need be delayed
for any period after startup of the facility.
128—128

—43—
response contaminants found at Section 620.310(a) (3) (A)25
(except
due to natural causes), any contaminant identified as a
carcinogen at Section 620.410(b)26,
and any additional
contaminant that might be identified as critical pursuant to
Section 620.430
(except due to natural causes).
A given
contaminant may appear on more than one of these lists.
The Defenders recommend that Section 616.209(i)
be replaced
by-a provision that specifies that groundwater contaminants may
not exceed
a MAR
unless the facility obtains an adjusted standard
(PC #34 at 3-4).
As written,
Section 616.209(i)
requires that
upon completion of
a preventive response no contaminant may
exceed’ 50
of the corresponding groundwater standard unless
specified conditions are met.
The Defenders’ recommendation
is apparently based on
t’he
assumption that a
MAR
is likely or necessarily less than 50
of
any groundwater standard,
and that use of the
MAR
therefore more
closely assures nondegradation of groundwaters.
This assumption,
however,
is unfounded.
In many cases MARs are going to be larger
than 50
of a groundwater standard, particularly where the
numerical value of the standard
is small and/or
a large standard
deviation
is associated with the background values.
Thus,
it
is not possible to conclude generally, that Section
616.209(i)
either as written or as proposed by the Defenders
would be more protective of groundwater.
It
is reasonable to
conclude,
however, that Section 616.209(i)
as written has greater
utility from
a legal enforcement standpoint,
as the Agency
observes
(PC #32 at ¶9).
In balance, then,
the Board believes
that Section 616.209(i)
has greatest merit as written.
Section 616.210 prescribes the procedure which must be
followed where corrective action
is necessary.
Most of the
provisions of this Section are unchanged from
1st’ First Notice,
although they are spelled out
in greater detail.
Among the
differences are a reduction in the rate of required confirmation
sampling at Section 616.210(b) (1)
for pesticide facilities from
monthly to quarterly,
based on the Agency’s recommendation
(PC
25
Para-dichlorobenzene, ortho—dichlorobenzene, ethylbenzene,
styrene,
toluene,
xylenes,
arsenic,
cadmium,
chromium,
cyanide,
lead,
mercury,
aldicarb,
atrazine,
carbofuran,
endrin,
lindane
(gamma-hexachlor
cyclohexane)
,
2,4—D,
1,l—dichloroet’hylene,
cis-l, 2-dichloroethylene, trans-i, 2—dichioroethylene, methoxychior,
monochlorobenzene,
2,4,5—TP
(Silvex)
,
1,1,l-trichloroethane,
and
benzene.
26
Alachlor,
benzene,
carbon
tetrachloride,
chlordane,
heptachlor,
heptachlor
epoxide,
1,2—dichloroethane,
1,2-dichloropropane, pentachlorophenol, polychlorinated biphenyls,
tetrachloroethylene,
toxaphene, trichioroethylene, vinyl chloride.
128—129

—44—
#23 at Exhibit 6), and requirement that corrective action result
in compliance with groundwater standards
(proposed subsection
(h) (3))
rather than with the level of the MARs;
the latter, change
is also made upon the recommendation of the Agency
(PC #23
at
Exhibit
6 at
9)
Section 616.211 sets out an alternate non—compliance program
similar to that of Section 615.210.
Part
616,
Subpart
C: General Closure and Post—Closure
Requirements
6L6.Subpart C is identical to
615.,.Subpart C.
Part
616,
Subpart D:
On—Site Landfills
Regulations
for new on—site landfill units under Part 616
consists of stating at Section 616.402 the statutory prohibitions
against the siting of new landfills found at Section 14.2(a),
14.2(d)
and 14.3(e)
of the Act.
Section 616.402
also contains
a
prohibition not specified
in the Act.
It is a prohibition, ~,,first
proposed by the Agency,, against new on-site landfilling of
special wastes within a regulated recharge area
if the distance
from the wellhead of the community water supply well to the
proposed landfill
is less than 2500 feet.
Prior to 2nd First Notice the Agency recommended that all of
Section 616.402
be deleted because
it
is
“a restatement of the
Act” and “The Act speaks for itself”
(PC #23 at
¶44)
Nevertheless, the Board retained the section,
observing that
including reference here to the provisions of the Act is useful
for unity of the Part
616 regulations and
is of value to persons
reading the regulations27.
Moreover, Section 616.402 does go
beyond the Act,
and
is therefore not a simple restatement.
Prior to 2nd First Notice,
Subpart D also contained various
design and operating
requirements.
These were deleted
at 2nd
First Notice
in recognition of comparable regulations at 35
Ill.
Adn.
Code 810
through
815
(see discussion,
Regulation of On-Site
Landfills and Waste Piles,
above).
Part
616,
Subpart
E:
Land Treatment Units
616.Subpart E is similar to 6l5.Subpart E except. in the
provision of Section 616.424, which requires that new land
treatment units be designed and operated
in accordance with 35
Ill.
Adm. Code:
Subtitle C and
35 Ill.
Adm.
Code:
Subtitle” G.
27
The
same may
be
said
for similar
inclusion
at proposed
Sections 616.422, 616.442, 616.462, 616.602, 616.622, 616.702, and
616.722.
128—130

—45—
Section 616.422 contains the Act’s statutory prohibition
against the siting of new land treatment units which qualify as
either
a new potential primary source or
a new potential
secondary source.
Part
616,,
Subpart
F:
Surface Impoundments
6l6.Subpart F is similar
in its thrust to 6l5.Subpart
F.
However,
it does impose additional requirements on new surface
impoundments that go beyond those applicable to existing surface
impour)dments.
The principal among these is the requirement that
new surface impoundments be constructed containing two liners
with a leachate collection system between such liners,
found at
Section 616.444.
Section 616.442 contains the Act’s statutory prohibition
against the siting
of surface impoundments which qualify as
either
a new potential primary source or
a new potential
secondary source.
Part 616,
Subpart G:
On-Site Waste Piles
616.Subpart
G,
applicable to new on-site waste piles,
is
identical to 615.Subpart G applicable to existing waste
piles.,
except for the inclusion
in Section 616.462
of the statutory
prohibition against new waste piles which are also a new
potential primary source or new potential secondary source.
Part
616,
Subpart
H:
Underground Storage Tanks
6l6.Subpart H applicable to new underground storage tanks
is
identical
to’ 615.Subpart H applic~bleto existing underground
storage tanks.
Part 616,
Subpart
I: Pesticide Storage and Handling Units
616.Subpart
I
is identical to 6l5.Subpart I,
except for the
inclusion at Section 616.602 of the statutory prohibition against
the siting
of
a new pesticide storage or handling facility which
is also either
a new potential primary source or
a new potential
secondary source.
Part
616,
Subpart
~3:Fertilizer Storage and Handling Units
616.Subpart J
is identical to 615.Subpart
3,
except’for the
inclusion at Section 616.622 of the statutory prohibition against
the siting of
a new fertilizer storage or handling facility that
is also either a new potential primary source or a new potential
secondary source.
128—131

—46—
Part 616,
Subpart
K:
Road Oil Storage and Handling Units
616.Subpart K is identical to 6l5.Subpart
K,
except that the
required closure provision of 616.702
is replaced by the
statutory prohibition against the siting of a new road oil
storage and handling unit that
is also either
a new potential
primary source or a .new potential secondary source.
The Agency had recommended that the prohibition against new
road oil units in maximum setback, zones be associated only with
oils that contain wastes
(PC #23 at ¶47); the Defenders
in turn
recommended that the prohibition in maximum setback
zones be
identiáal to that in minimum setback zones
(PC #24
at
6).
At
Second Notice the Board noted that
it
is unpersuaded that there
is
a basis for distinguishing road oils containing wastes from
virgin road oils
in the context of the instant regulations.
Part 616,
Subpart L: De-Icing Agent Storage and Handling Units
6l6.Subpart L is similar in thrust to 615.Subpart
L.
Provisions which differ include the statutory prohibition against
the siting of
a new de-icing agent storage or handling fa’cil-ity
that
is also either
a new potential primary source or
a new
potential secondary source.
At 1st First Notice the Board,
in accord with the Agency’s
recommendation, proposed an added prohibition against the siting
of any new outdoor storage or handling facility within a
regulated recharge area.
The Agency later recommended that this
provision be deleted, noting that
a “new de—icing agent storage
facility designed and operated in accordance with standards set
forth
in Part
616 does not appear to present such significant
risk to groundwater that
it ought to be prohibited
from locating
within
a regulated recharge area”
(PC #23
at ¶48).
At 2nd First
Notice the Board adopted the Agency’s revised recommendation.
It
should be noted that de-icing agent storage units could still
he
disallowed
in any given regulated recharge area
if such
prohibition is provided for in the regulatory action that defines
the regulated recharge area.
DISCUSSION OF PART 617
Part 617
is intended to be used as the site for regulations
delineating regulated recharge areas.
Because no regulated
recharge areas have been promulgated as of this time,
the Part
is
essentially empty.
Nevertheless,
it
is useful to establish the
Part now to reserve the Part for future use and to allow for
consistent reference to the body of regulated recharge area
regulations within Parts 615 and
616.
Among the
items that Part
617 will eventually include are the boundaries and effective date
of any regulated recharge area,
plus any special requirements
or
exceptions that apply within’ the regulated recharge area.
128—132

—47—
ECONOMIC IMPACT
EcIS Document
On March
5,
1991,
DENR filed its “Economic Impact Study of
Regulations for Activities within Setback Zones and Regulated
Recharge Areas
(P89-S)”28.
The EcIS was prepared by
Environmental Science
& Engineering,
Inc.
of Peoria,
Illinois.
This study evaluated the initial and annual compliance costs for
regulated facilities and also examined quantitative benefits
which arise from avoided corrective action costs and avoided
health’costs,
as well as qualitative benefits such as improved
land values,
improved aesthetic values,
and better protection
of
the environment.
Compliance Cost Analysis
Information available from Agency Well-site surveys was used
to estimate the statewide impact of the proposed regulations on
existing activities
located within minimum setback zones of
community water wellheads.
As
a result
of the economic analysis,
the proposed regulations are expected to affect
5 existing
landfills,
5 land treatment units,
59 surface impoundments,
43
waste piles,
54 underground storage tanks,
54 agrichemical
facilities,
5 road oil units,
and
27
de-icing agent facilities
within minimum setback
zones.
The investigators calculated the
present value of the cost
of complying with the proposed
regulations for existing facilities to be $36,324,500.
Calculation of the number of affected existing facilities
within potential maximum setback zones required an estimation of
the number of maximum setback zones which might be established
in
the future.
The investigators chose to base their analysis on
two rates,
10
and 50
adoption.
These adoption rates were
presumed to represent the range of communities which will
eventually be expected to impose
a maximum setback zone around
their water wells.
The investigators acknowledged, however,
that,
“in
reality, the actual number may be higher or lower.”
(Exh.
97 at E-4).
These calculations indicated that, with
a 10
adoption rate,
an additional
2 landfills,
1 land treatment unit,
11 surface impoundments,
3 waste piles,
7 underground storage
tanks,
21 agrichernical facilities,
and
3 de-icing agent
facilities will be affected by Part
615.
The compliance costs to
these facilities was estimated to be $8,441,800 and $43,261,400
at 10
‘and 50
maximum setback zone adoption rates,
respectively.
28 A draft copy of the EcIS wa~entered at hearing as Exhibit
89.
A final report version, under the same title, has subsequently
been
filed.
The final report version
is hereby entered into the
record as Exhibi,t 97.
128—133

—48—
A similar tack was taken to estimate the affected existing
facilities
in potential regulated recharge areas.
The EcIS
investigators reported that “IEPA believes that regulated
recharge areas will probably go
‘hand—in-hand’ with maximum
setback zones”
(Exh.
97 at
E.—4)
and thus,
used 10
and 50
adoption rates for determining the number of affected ‘facilities.
Agency well-site surveys generally identify facilities within
1000 feet of the wellhead.
But because regulated recharge areas
may encompass an area up to 2500 feet from the wellhead, the
investigators made a linear extrapolation of the number of
facilities between 1000’and 2500 feet by multiplying the number
of facilities ~insidea 1000 foot setback by 2.5 and then
subtraiting the number of facilities within the 1000 foot zone.
Using these methods,
an additional
4 landfills,
2 land treatment
units,
26 surface impoundments,
11 waste piles,
19 underground
storage tanks,
40 agrichemical facilities,
1 road oil units and 8
de-icing facilities were “identified”, assuming a 10
adoption
rate.
The costs
of compliance are estimated to be $13,305,600
and $65,963,000 at 10
and 50
regulated recharge area adoption
rates,
respectively.
Benefits Analysis
The affect of the proposed regulations,
and,
indeed,
the intent
of the IGPA
is to reduce the likelihood of spills and leaks that
cause groundwater contamination.
As the EcIS investigators note:
“Tracing groundwater)
contamination to
a source
is
often difficult and expensive,
especially
if
significant amounts of time have passed since the
contamination event occurred.
Contaminated groundwater
pumped from non-community and private wells can be
consumed for long periods of time without realizing the
danger,
since typical laboratory analysis of potable
water seeks only to detect coliform bacteria and
possibly nitrates.
Without the proposed regulations,
the burden of the cost of remediating contaminated
groundwater falls upon private well owners,
communities,
and the State of Illinois.”
(Exh.
97 at E-
6)
The principal benefits of the proposed regulations are,
according to the EcIS, the avoided occurrences of contamination,
the avoided costs of groundwater corrective action,
the avoided
costs of securing uncontaminated drinking water, and the avoided
costs of health care resulting from the ingestion of contaii’~inated
water.
Additional benefits include improved land values,
improved aesthetic values,
and better protection of the
environment.
The investigators also point out that,
under other
regulations,
some facility owners are responsible for the cost of
corrective action.
Under the proposed rules, however,
financial
128—134

—49—
assurance
is not required29.
If financial assurance were
included in these rules, communities and individuals would have
the assurance that
a facility could pay the cost of corrective
action in the event of contamination.
To develop avoided costs, the EcIS used case history
accidents,
recorded groundwater contamination, and “real world”
corrective action costs
in a series of contamination event
scenarios.
The investigators estimated corrective action costs
for a contamination event detected at an unregulated facility
versus that of
a facility subject to the proposed rules.
The
major differences
in costs of remediation result from more
expedi~ntdetection of contamination.
Early response facilitates
identification of the source and often limits the extent and
magnitude
of the contamination.
For each contamination scenario,
the investigators presented
several corrective action options and then chose the cost-
effective alternative, much as would happen in an actual
corrective action.
Thus,
the avoided costs derived from these
contamination scenarios are representative
of actual
(and
therefore,
average)
corrective action decisions,
rather than of
worst—case conditions.
To estimate the frequency of past groundwater ,contamination
events and the likelihood of future contamination events,
the
analysis used agrichemical contamination of community water
supplies.
The analysis assumed that such contamination may occur
at other sites at a frequency similar to that estimated for
agrichemical facilities.
The estimation was based on the number
of community water wells that are presently contaminated by
agrichemicals following approximately
30 years of agrichemical
use.
Based on this methodology,
the investigators estimated that
one agrichemical contamination event occurs within
a potential
setback zone in Illinois every 1.39 years.
The investigators determined that surface impoundments,
agrichemical facilities and landfills make up approximately 80
of the affected facilities.
Using these numbers,
the expected
contamination rate,
and the avoided cost values
for’ each
scenario, the total avoided cost benefit
is expected to be
$1,285,000.
The 95
upper limit on this benefit value increases
the expected benefits to $4,097,900.
The 95
upper limit was
presented to provide an example of maximum quantifiable benefits.
29 The Board notes that
financial
assurance
is now required
for landfills and waste
piles,
through the operation
of
35
Ill.
Adm.
Code 811 through 815.
This was not the case at the time the
EcIS was being prepared.
128—135

—50—
Cost and Benefits Comparison
The investigators presented a cost and benefits comparison
for surface impoundments,
agrichemical facilities,
and landfills
within minimum setback zones.
Fifty—nine surface impoundments
were estimated to be affected at a compliance cost of $338,900
per facility versus an avoided cost benefit
of $10,200.
Fifty-
four agrichernical facilities would b~required to pay $112,600
each for compliance with Part 615 versus $11,800 avoided cost
benefit per facility.
Five landfills were identified as affected
by $796,000 compliance cost per facility compared to $8,400
avoided cost benefit.
Total compliance costs for these
118
facilities were estimated by the EcIS
‘at $30,056,000 while total
avoided cost benefits were expected to be $1,285,000.
Even though the estimated costs outweigh the estimated
avoided cost benefit nearly
30 to
1,
the EcIS states that this
discrepancy,
“must be weighed against the benefits which are not
quantifiable, such as improved aesthetic values,
better
protection of the environment,
improved land values,
avoidance of
latent or unknown health impacts
(occurring beyond the 20-year
scope of this study),
and other currently unknown benefits.”
(Exh.
97
E—ll)
Comments on the EcIS
Some participants
at the April
3,
1991 hearing and
subsequent public comments indicated that the EcIS underestimated
the benefits of the proposed rule.
(Ex.
94; PC #23 and #24)
IFCA
testified that the EcIS underestimated costs
to agrichemical
facilities.
Points of controversy
in the calculation of economic
costs
include:
1)
The investigators’ use
of the frequency of agrichemical
contamination instead
of other types of contamination
to determine the likelihood of future contamination
events.
The Agency asserted in Exhibit
94 that the
EcIS methodology incorrectly estimates the number
of
contamination events from agricultural chemical
facilities and also incorrectly estimates the number of
contamination events from other types of activities.
The Agency states that,
“it must be kept
in mind that
agricultural chemical facilities differ functionally
from surface impoundments, landfills,
and waste’ piles.
At agricultural chemical facilities,
contaminants are
not generally placed on or under the ground yet that
is
precisely what occurs at surface impoundments,
landfills,
and waste piles.
For this reason,
it
is
reasonable to expect that surface impoundments,
landfills,
and waste piles may have more contamination
incidents than agricultural chemical facilities.”
(Ex.
94 at 11—12.)
128—136

—51—
2)
The use of the Agency’s 267 well-site surveys
as the
sole data set on which to base the number of affected
facilities and subsequent compliance
costs.
Several
parties asked if the investigators had requested
an
additional,
confirming data from the IEPA or other
agencies.
The EcIS investigators indicated that they
used only the well—site surveys.
(For example,
see P2.
at 20—21)
3)
Several questions were asked about the applicability
of
the rules to the facilities determined in the EcIS to
be affected.
The investigators defended their
inclusion of municipal water treatment and wastewater
lagoons
as on-site facilities which contain special
waste
(defined as, among other things,
pollution
control waste).
The Agency challenged this assumption.
(P2.
at
27;
Ex.
94 at 3).
The Agency also questioned
the inclusion
in the EcIS of
5 landfills
as affected
facilities.
The Agency contends that these are,
“landfills that contain special waste or other waste
generated off—site.
.
.such landfills are not subject
to 35 Illinois Administrative Code 615.
Accordingly
the EcIS should not attribute any costs under 35
Illinois Administrative Code 615 to these landfills.”
(Ex.
94 at
3;
emphasis
in original).
4)
IFCA testified that the costs of compliance with
8
Illinois Administrative Code 255 should be included
in
the cost analysis
of Parts 615 and 616.
(Ex.
96,
PC
#20)
Discussion
The Board
is
charged under the Act to take into account the
technical feasibility and economic reasonableness of all
regulatory proposals before it
(Act at Section 27(a);
See also,
Granite City
Div.
National Steel,
et al.
v.
PCB,
____
Ill.
App.
3d
_____
(5th Dist.
1991))
.
Compliance can be achieved with
existing technology.
Therefore the substantive issue before the
Board is solely whether implementation of the rule
is
economically reasonable.
The Board recognizes the difficulty in applying an economic
analysis to
a rule of general applicability, and particularly one
which has many self—implementing provisions.
It does appear,
however, that
in calculating quantifiable costs and benefits,
the
EcIS investigators have used a limited data set and,
perhaps,
some misplaced assumptions to make their calculations.
The EcIS
investigators stated that determination of the weight of non-
quantifiable benefits
is
a decision of the Board
(P2.
at
86).
It
is indeed inescapable that the benefits of these rules extend
beyond the quantifiable cost avoidances and significantly
,LLOi..)
I

—52—
contribute to the protection of nearly all Illinois groundwater
drinking water resources.
The Board has considered the information
in the record
pertaining to the economic reasonableness of these rules,
including comments,
testimony,
exhibits,
and the EcIS document.
From the record it
is reasonable to conclude that implementation
of these regulations will have costs ranging in the hundreds of
thousands.
Expected ‘benefits include greater protection of
groundwater resources, and the resultant benefit to human health
through reduced presence of contaminants
in drinking water
resources.
Given this balance, the Board concludes that the
instant rule will not be economically unreasonable.,
The’Board
does recognize that there may be individual cases where the
economic burden is abnormally heavy and reminds such parties of
the adjusted
stand,ard process before the Board
(pursuant to Title
VII of the Act)
and,
in some cases,
the certification of minimal
hazard through the Agency
(pursuant to Section 14.5
of the Act).
ORDER
The Clerk of the Board
is directed to submit the text of the
following amendments to the Secretary of State for final notice
pursuant to Section
6 of the Illinois Administrative Procedures
Act.
128—138

—53—
TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE
F:
PUBLIC WATER SUPPLIES
CHAPTER
I:
POLLUTION CONTROL BOARD
PART 601
INTRODUCTION
Section
601.101
General Requirements
601.102
Applicability
601. 103
Severability
601.104
Analytical Testing
601.105
Definitions
APPENDIX A
References to Former Rules
AUTHORITY:
Implementing Section
17 and authorized by Section
27
of the Environmental Protection Act
(Ill.
Rev.
Stat.
1989l~C7,
ch.
111 1/2, pars.
1017 and 1027).
SOURCE:
Filed with Secretary of State January
1,
1978; amended
at
2
Ill.
Peg.
36,
p.
72, effective August 29,
1978; amended
at
3
Ill.
Req.
13,
p.
236,
effective March30,
1979; amended and
codified at
6 Ill.
Reg.
11497, effective September
14,
1982;
amended at
6 Ill. Peg.
14344,
effective November
3,
1982;
amended
in P84—12
at
14
Ill.
Reg.
1379,
effective January
8,
1990;
amended in R89-5 at
____
Ill.
Peg.
.
,
effective
__________
NOTE:
Capitalization denotes statutory language
Section 601.105
Definitions
For purposes of this Chapter:
“Act” means the Environmental Protection Act,
as
amended,
(Ill.
Rev.
Stat.
19891937,
ch.
ill 1/2,
pars.
1001 et seq.).
“Agency” means the
Illinois Environmental Protection
Agency.
“Board” means the Illinois Pollution Control Board.
“Boil Order” means
a notice to boil all drinking, and
culinary water for at least five minutes before use,
issued by the proper authorities to the consumers of
a
public water supply affected, whenever the water being
supplied may have become bacteriologically
contaminated.
“Certified Laboratory” means any laboratory approved by
the Agency or the Illinois Department of Public Health
128—139

—54—
for the specific parameters to be examined,
as set out
in ru1es adopted pursuant to the Illinois
Administrative Procedure Act,
(Ill.
Rev.
Stat.
1989,
ch.
127, pars.
1001
et seq.).
“Chemical Analysis” means analysis for any inorganic or
organic substance, with the exception of radiological
or microbiological analyses.
“Confined Geologic Formations”
are geologic water
bearing formations protected against the entrance of
contamination by other geologic formations.
“Disinfectant” means any oxidant,
including but not
limited
to chlorine,
chlorine dioxide,
chloramines, and
ozone, added to water
in any part of the treatment or
distribution process, which
is intended to kill or
inactivate pathogenic microorganisms.
“Dose Equivalent” means the product of the absorbed
dose from ionizing radiation and such factors
as
account for differences
in biological effectiveness due
to the type of radiation and
its distribution
in the
body as specified by the International Commission on
Radiological Units and Measurements
(ICRU).
“Gross Alpha Particle Activity” means the total
radioactivity due to alpha particle emission as
inferred from measurements on
a dry sample.
“Gross Beta Particle Activity” means the total
radioactivity due to beta particle emission as inferred
from measurements
on a dry sample.
Grouna v~aLermeans au.
n~it.ura.i.or artificially
introduced
found below the rvround surrace,
including water from dug,
drilled,
bored or driven
wells, infiltration
lines,
and springs.
“GROUNDWATER”
MEANS UNDERGROUND WATER WHICH OCCURS WITHIN THE
SATURATED ZONE AND GEOLOGIC MATERIALS WHERE THE FLUID
PRESSURE
IN THE PORE SPACE IS EOUAL TO OR GREATER THAN
ATMOSPHERIC PRESSURE.
(Section 3.64 of the Act)
“Halogen” means one of the chemical elements chlorine,
bromine or iodine.
“Man—Made Beta Particle and Photon Emitters”
means all
radionuclides emitting beta particles and/or photons
listed
in Maximum Permissible Body Burdens and Maximum
Permissible Concentration of Radionuclides
in Air or
Water for Occupational Exposure, National Bureau of
Standards
(NBS)
Handbook 69, except the daughter
products of thorium—232,
uranium—235 and uranium-238.
128—140

—55—
“Maximum Residence Time Concentration
(MRTC)”
means the
concentration of total trihalomethanes found in
a water
sample taken at
a point of maximum residence time in
the public water supply system.
“Maximum Total Trihalomethane Potential
(MTP)” means
the maximum concentration of total trihalomethanes
produced
in a given water containing a disinfectant
residual after
7 days at a temperature of 25°Cor
above.
“Official Custodian” means any officer of an
organization which
is the owner or operator of
a public
water supply, and
who has direct administrative
responsibility
for the supply.
“Persistent Contamination” exists when analysis for
total coliform is positive in one or more samples of
a
routine sample
set, and when three or more subsequent
check samples indicate the presence of contamination.
“Picocurie
(pci)” means that quantity of radioactive
material producing 2.22 nuclear transformations per
minute.
“Point of Maximum Residence Time” means that part of
the active portion of the distribution system remote
from the treatment plant where the water has been
in
the distribution system for the longest period of time.
“Recurring Contamination” exists when analysis of total
coliform is positive
in one or more samples
of
a
routine sample set,
if this occurs four or more times
in a calendar year.
“Rem” means the unit of dose equivalent
from ionizing
radiation to the total body or any internal organ or
organ system.
A “millirem
(mrem)”
is 1/1000 of
a rem.
“Re-sell Water” means to deliver or provide potable
water, obtained from a public water supply subject to
these regulations,
to the consumer, who is then
individually or specifically billed for water service,
or where any monetary assessment
is levied or required
and specifically used for water service.
Water supply
facilities owned or operated by political subdivisions,
homeowners associations, and not—for—profit
associations,
as well as privately owned utilities
regulated by the Illinois Commerce Commission,
are con-
sidered to sell water whether or not a charge
is
specifically made for water.
128—14 1

—56—
“Service Connection”
is the opening,
including all
fittings and appurtenances,
at the water main through
which water
is supplied to the user.
“Supply” means
a public water supply.
“Surface Water” means all tributary streams and
drainage basins,
including natural lakes and artificial
reservoirs,
which may affect a specific water supply
above the point of water supply intake.
“Surface Water Supply Source” means any surface water
used as a water source for a~public water supply~
“Total Trihalomethanes
(TTHM)” means the sum of the
concentration in milligrams per liter of the
trihalomethane compounds trichloromethane
(chloroform),
dibromochloromethane,
bromodichloromethane and
tribromomethane
(bromoform),
rounded to two significant
figures.
“Trihalomethane
(THM)” means one of the family of
organic compounds named as derivatives of methane,
wherein three of the four hydrogen atoms
in methane are
each substituted by
a halogen atom in the molecular
structure.
“Water Main” means any pipe for the purpose of
distributing potable water which serves or is
accessible to more than one property,
dwelling,
or
rental unit,
and is exterior to buildings.
(Source:
Amended at
Ill.
Req.
,
effective
128—142

—57—
TITLE 35: ENVIRONMENTAL PROTECTION
SUBTITLE
F: PUBLIC WATER SUPPLIES
CHAPTER
I: POLLUTION CONTROL BOARD
EXISTING
Section
615.101
615.102
615.103
615. 104
615. 105
Section
615.201
615.202
615.203
615.204
615.205
615.206
615.207
615.208
615.209
615. 210
615.211
PART 615
ACTIVITIES IN A SETBACK ZONE OP REGULATED RECHARGE AREA
Purpose
Definitions
SUBPART A:
GENERAL
Incorporations by Reference
Prohibitions
General Exceptions
SUBPART B: GROUNDWATER MONITORING REQUIREMENTS
Applicability
Compliance Period
Compliance with Groundwater Standards
Groundwater Monitoring System
Groundwater Monitoring Program.
Contaminants to be Monitored
Sampling Frequency
Reporting
Non-Compliance Response Program
Alternate Non—Compliance Response Program
Corrective Action Program
Section
Applicability
Closure Performance Standard
Certification of Closure
Survey Plat
Post-Closure Notice for Waste Disposal Units
Certification of Completion
of Post-Closure Care
Post—Closure Care Period
SUBPART D:
ON-SITE LANDFILLS
615.401
Applicability
615.402
Required Closure of Units Located Within Minimum
Setback Zones
615.403
Required Closure
of Units Located Within’ Maximum
Setback Zones
615.404
Required Closure
of Units Located Within Regulated
Recharge Areas
SUBPART
E:
ON-SITE LAND TREATMENT UNITS
SUBPART
C:
GENERAL CLOSURE AND POST-CLOSURE REQUIREMENTS
Section
615. 301
615.302
615.303
615.304
615.305
615.306
615.307
128—143

—58—
Applicability
Required Closure of Units Located Within Minimum
Setback Zones
615.423
Required Closure of Units Located Within Maximum
Setback Zones
Land Treatment of Sludges in Maximum Setback Zones
Section
Closure and Post—Closure Care
SUBPART
F:
ON-SITE SURFACE IMPOUNDMENTS
615.441
Applicability
615.442
Required Closure of Units Located Within
Setback Zones
615.443
Required Closure of Units Located Within
Section
615.501
615.502
Section
615.601
615.602
615.603
615. 604
Setback
Zones
Applicability
Required Closure
Design and Operating Requirements
Closure
Applicability
Design and Operating Requirements
SUBPART
I: PESTICIDE
STORAGE AND HANDLING
UNITS
Applicability
Groundwater Monitoring
Design and Operating Requirements
Closure and Post-Closure Care
SUBPART
3:
FERTILIZER STORAGE AND HANDLING UNITS
Applicability
Groundwater Monitoring
Design and Operating Requirements
Closure and Post-Closure Care
Section
615.421
615.422
615.424
615.425
Minimum
Maximum
615.444
615.445
615.446
615.447
Section
615.461
615.462
615.463
615.464
Groundwater Monitoring
Inspection Requirements
Operating Requirements
Closure and Post-Closure Care
SUBPART
G: ON-SITE WASTE PILES
SUBPART
H: UNDERGROUND
STORAGE TANKS
Section
615.621
615.622
615.623
615.624
128—144

—59—
Section
615.701
615.702
SUBPART K:
ROAD OIL STORAGE AND HANDLING UNITS
Applicability
Required Closure of Units Located Within Minimum
Setback Zones
615.703
Groundwater Monitoring
615.704
Design and Operating Requirements for Above-Ground
Storage Tanks
615.705
Closure
SUBPART L:
DE-ICING AGENT STORAGE AND HANDLING UNITS
Section
615.721
615.722
615.723
615.724
Applicability
Groundwater Monitoring
Design and Operating Requirements
Closure
AUTHORITY:
Implementing and authorized by Sections
5,
14.4,
21,
22, and
27 of the Environmental Protection Act (Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
pars.
1005,
1014.4,
1021,
1022,
and 1027)
SOURCE:
Adopted in P89-S at
____
Ill.
Peg.
______________
effective ________________________
NOTE:
CAPITALIZATION DENOTES STATUTORY LANGUAGE.
Section 615.101
SUBPART A:
GENERAL
Purpose
This Part prescribes requirements and standards for the
protection of groundwater
for certain types of existing
facilities or units located wholly or partially within
a setback
zone regulated by the Act or within
a regulated recharge area as
delineated pursuant to Section
17.4 of the Act.
Section 615.102
Definitions
Except as stated in this Section,
and unless
a different meaning
of
a word or term
is clear from the context,
the definitions of
words or terms
in this Part shall be the same as those used
in
the Act or the Illinois Groundwater Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
pars.
7451 et seq.):
“Above-ground storage tank” means a storage tank that
is not an underground storage tank.
“Act” means the Environmental Protection Act
(Ill.
Rev.
Stat.
1989,
ch. 111 1/2, ‘pars.
1001 et seq.).
128—145

—60—
“Agency” means the Illinois Environmental Protection
Agency.
“Board” means the Illinois Pollution Control Board.
“Certification” means
a statement of professiona.l
opinion based upon knowledge and belief.
“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.
(Section 3.05 of the Act)
“Compliance point” means any point in groundwater
designated at 35
Ill.
Adm.
Code 620.Subpart B as
a
Class
I through III groundwater at which
a contaminant
released from the unit could pass underneath the unit
boundary.
There may be more than one compliance point
for a particular unit.
“Commencement of construction” means that ALL NECESSARY
FEDERAL,
STATE, AND LOCAL APPROVALS HAVE BEEN OBTAINED,
AND WORK AT THE SITE HAS BEEN INITIATED AND PROCEEDS
IN
A REASONABLY CONTINUOUS MANNER’ TO COMPLETION.
(Section
3.58
of the Act)
“Container”
means any portable device
(including, but
not limited to,
55 gallon drums)
in which material
is
stored,
treated, disposed
of or otherwise handled.
The
term “container” does not include
a vehicle used to
transport material.
“Containerized” means being
in
a container.
“CONTAMINANT” IS
ANY
SOLID,
LIQUID,
OR GASEOUS MATTER,
ANY ODOR,
OR ANY FORM OF ENERGY,
FROM WHATEVER SOURCE.
(Section 3.06 of the Act)
“CONTAMINATION”
OR “CONTAMINATE”,
WHEN USED
IN
CONNECTION WITH GROUNDWATER,
MEANS WATER POLLUTION OF
SUCH GROUNDWATER.
(Section 3.63
of the Act)
“Date
of first applicability” means the effective date
of this Part for any unit located within a minimum
setback zone,
except that:
If
a unit
is first incorporated into any setback
zone by an ordinance or regulation that
establishes a maximum setback zone,
the date of
first applicability is the effective date of this
Part or the effective date of the ordinance or
regulation that establishes the maximum setback
zone,
whichever
is later;
or
128—146

—61—
If
a unit is located in
a part of
a regulated
recharge area that was not previously part
of
a
setback zone,
the date of first applicability
is
the effective date of the regulation that
establishes the regulated recharge area.
“De—Icing agent” means
a chemical used for de-icing,
including but not limited to sodium chloride and
calcium chloride.
Sand,
ashes,
or other abrasive
materials that do not alter the freezing point
of water
are not de-icing agents.
“Detection” means the identification of a contaminant
in
a sample at a value equal to or greater than the:
“Method Detection Limit”
or “MDL”, which means the
minimum concentration of
a substance that can be
measured as reported with 99 percent confidence
that the true value is greater than zero pursuant
to 56 Fed.
Peg.
3526-3597;
incorporated
by
reference at Section 615.103; or
“Method Quantitation Limit”
or “MQL”, which means
the minimum concentration of a substance that can
be measured and reported pursuant to’ “Test Methods
for Evaluating Solid Wastes,
Physical/
Chemical
Methods”,
incorporated by reference at Section
615.103.
“Dike” means
an embankment or ridge of either natural
or manmade materials used to prevent the movement
of
liquids, sludges, solids,
or other materials.
“Discharge” means the accidental
or intentional
spilling,
leaking, pumping,
pouring,
emitting,
emptying
or dumping of any material onto or on any land or
water.
“DISPOSAL” MEANS THE DISCHARGE,
DEPOSIT,
INJECTION,
DUMPING,
SPILLAGE, LEAKING OR PLACING OF ANY WASTE OR
HAZARDOUS WASTE INTO OR ON ANY LAND OR WATER OR INTO
ANY WELL SO THAT SUCH WASTE OR HAZARDOUS WASTE OR ANY
CONSTITUENT THEREOF MAY ENTER THE ENVIRONMENT OR BE
EMITTED INTO THE AIR OR’DISCHARGED INTO ANY. WATERS,
INCLUDING GROUNDWATERS.
(Section 3.08 of the Act)
“Existing unit” means
a unit that was
in operation or
for which there is commencement of construction on or
before the date of first applicability,
except that a
unit
is not an existing unit
if the unit:
128—147

—62—
Expands laterally beyond the currently permitted
boundary,
or the unit boundary if the unit.is not
permitted,
in existence after the date of
first
applicalbility;
or
Is part of a facility that undergoes major
reconstruction after the date of first
applicability;
or
Reopens at any time after having submitted
a
certification of closure to the Agency.
“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
this Part.
A facility may consist of one or more
units.
“Freeboard” means the vertical distance between the top
of
a tank or dike and the surface of the material
contained therein.
“Free liquids” means liquids which readily separate
from the solid portion of
a waste under ambient
temperature and pressure.
To demonstrate the absence
or presence of free liquids
in either
a containerized
or a bulk waste, the following test must be used:
Method 9095
(Paint Filter Liquids Test)
as described
in
“Test Methods for Evaluating Solid Wastes,
Physical/Chemical Methods”
(EPA Publication No. SW-
846),
incorporated by reference at Section 615.103.
“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.
(Section 3.64 of
the Act)
“Groundwater standards” means the water quality
standards for groundwater adopted by the Board under
Section
8 of the Illinois Groundwater Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
111 1/2, par.
7458)
and
found at 35
Ill. Adm.
Code 620.
“HAZARDOUS WASTE” MEANS A WASTE,
OR COMBINATION ‘OF
WASTES, WHICH BECAUSE OF ITS QUANTITY,
CONCENTRATION,
OR PHYSICAL,
CHEMICAL, OR INFECTIOUS CHARACTERISTICS
MAY
CAUSE OR SIGNIFICANTLY CONTRIBUTE TO AN INCREASE
IN
MORTALITY OR AN INCREASE IN SERIOUS,
IRREVERSIBLE,
OR
INCAPACITATING REVERSIBLE,
ILLNESS; OR POSE A
SUBSTANTIAL PRESENT OR POTENTIAL HAZARD TO HUMAN HEALTH
OR THE ENVIRONMENT WHEN IMPROPERLY TREATED,
STORED,
128—148

—63—
TRANSPORTED,
OP DISPOSED
OF,
OR OTHERWISE MANAGED,
AND
WHICH HAS BEEN IDENTIFIED, BY CHARACTERISTICS
OR
LISTING, AS HAZARDOUS PURSUANT
35 Ill.
Adm.
Code 721.
(Section 3.15 of the Act)
“Incompatible material” means a material which may:
Cause corrosion or decay of containment materials
(e.g.,
container inner liners or tank walls);
or
When commingled with another material, produces
heat or pressure,
fire,
explosion,
violent
reaction,
toxic dusts, mists,
fumes or gases,
or
flammable fumes or gases.
“Landfill”
means
a unit or part of
a facility in or on
which waste
is placed and accumulated over time for
disposal,
and which
is not a land application unit,
a
surface impoundment or an underground injection well.
“LANDSCAPE WASTE” MEANS ALL ACCUMULATIONS OF GRASS OR
SHRUBBERY CUTTINGS,
LEAVES, TREE LIMBS
AND OTHER
MATERIALS ACCUMULATED
AS THE RESULT OF TEE CARE OF
LAWNS,
SHRUBBERY,
VINES AND TREES.
(Section
3.20
of
the Act)
“Land application unit” means
an area where wastes are
agronomically spread over or disked into land or
otherwise applied
so as to become incorporated into the
soil surface.
“Land treatment” means the application of waste onto or
incorporation of waste into the soil surface.
For the
purposes of this Part a land application unit
is
a land
treatment unit.
“Leachate” means any liquid,
including suspended
components
in the liquid,
that has percolated through
or drained from a material.
“Licensed water well contractor” means
a person
licensed under the Water Well and Pump Installation
Contractor’s License Act
(Ill.
Rev.
Stat.
1989,
ch.
111, pars.
7101 et seq.).
“Liner” means a continuous layer of natural
or ‘i~anmade
materials beneath or on the side of
a surface
impoundment,
landfill,
landfill cell, waste pile,
or
storage pile which restricts the downward or lateral
escape of waste,
waste constituents, leachate
or stored
materials.
128—149

—64—
“Major reconstruction” means commencement of
construction
at a facility where the fixed capital cost
of the new components constructed within
a 2-year
period exceeds
50
of the fixed capital cost of a
comparable entirely new facility.
New components do
not include any new components necessary for compliance
with this Part.
“New unit” means a unit that
is not an existing unit.
“NON-COMMUNITY WATER SUPPLY” MEANS A PUBLIC WATER
SUPPLY THAT IS NOT A COMMUNITY WATER SUPPLY.
(Section
3.05
of the Act)
“Non-special waste” means a waste that is not a special
waste.
“Off-site” means not on—site.
“On—site”,
“on the site”,
or “on the same site” means
the same or geographically contiguous property which
may be divided by public or private right-of-way,
provided the entrance and exit between the properties
is at a crossroads intersection and access
is
by
crossing as opposed to going along the right-of-way.
Noncontiguous properties owned by the same person but
connected by a right—of—way which he controls and to
which the public does not have access is also
considered on—site property.
“Operator” means the person responsible for the
operation of
a site,
facility or unit.
“Owner” means the person who owns a site,
facility or
unit or part of
a site,
facility or unit,
or who owns
the land on which the site,
facility or unit
is
located.
“PESTICIDE” MEANS ANY SUBSTANCE OR MIXTURE OF
SUBSTANCES INTENDED FOR PREVENTING,
DESTROYING,
REPELLING,
OR MITIGATING ANY PEST OR ANY SUBSTANCE OR
MIXTURE OF SUBSTANCES INTENDED FOR USE AS A PLANT
REGULATOR,
DEFOLIANT OR DESICCANT.
(Section 3.71
of
the Act)
“Pile” means any noncontainerized accumulation
of
solid, non—flowing material that
is used for treatment,
storage or disposal.
“POTABLE” MEANS GENERALLY FIT FOP HUMAN CONSUMPTION IN
ACCORDANCE’ WITH ACCEPTED WATER SUPPLY PRINCIPLES AND
PRACTICES.
(Section 3.65 of the Act)
128—150

—65—
“Practical Quantitation Limit” or “PQL” means the
lowest concentration or level that can be reliably
measured within specified limits of precision and
accuracy during routine laboratory operating conditions
in accordance with
“Test Methods for Evaluating Solid
Waste, Physical/Chemical Methods,” EPA Publication SW-
846,
incorporated by reference at Section 615.103.
“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-COMMUI’UTY WATER SUPPLY”.
(Section
3.28 of the Act)
“Reactive material” means a material which meets one or
more
of the following criteria:
It
is normally unstable and readily undergoes
violent change without detonating;
It reacts violently with water;
It forms potentially explosive mixtures with
water;
When mixed with water,
it generates toxic gases,
vapors,
or fumes in a quantity sufficient to
present
a danger to human health or the
environment;
It
is capable of detonation or explosive reaction
if it
is subject to a strong initiating source,
or
if heated under confinement;
It is readily capable of detonation or explosive
decomposition or reaction at standard temperature
and pressure;
or
It
is
a forbiduen explosive as defined
in 49 CFR
173 incorporated by reference at Section 615.103,
or
a Class A explosive as defined in 49 CFR 173.53
or
a Class B explosive as defined in
49 CFP
173.88.
128—151

—66—
“Registered land surveyor” means a person registered
under the Illinois Land Surveyors Act
(Ill.
Rev.
Stat.
1989,
ch.
111, pars.
3201 et seq.).
“Registered professional engineer” means a person
registered under the Illinois Professional Engineering
Act
(Ill.
Rev.
Stat.
1989,
ch.
111, par.
5101 et seq.).
“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.
(Section 3.67 of the Act)
“Road oil” means slow-curing asphaltic oils which show
no separation on standing and which are used for road
construction, maintenance or repair.
“Runoff” means any rainwater,
leachate or other liquid
that drains over land from any part of a facility.
“Run-on” means any rainwater,
leachate or other liquid
that drains over land onto any part of
a facility.
“Secondary containment structure” means any structure
or basin intended to contain spills and prevent runoff
or,leaching from piles,
containers, or tanks and
related piping.
“SETBACK ZONE” MEANS A GEOGRAPHIC AREA,
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.
‘(Section 3.61 of the Act)
“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.
(Section 3.43
of the Act)
“SLUDGE” MEANS ANY SOLID,
SEMI-SOLID,
OR LIQUID WASTE
GENERATED FROM A MUNICIPAL, COMMERCIAL,
OR INDUSTRIAL
WASTEWATER TREATMENT PLANT,
WATER SUPPLY TREATMENT
PLANT, OR AIR POLLUTION CONTROL FACILITY OR ANY’OTHER
SUCH WASTE HAVING SIMILAR CHARACTERISTICS AND EFFECTS.
(Section 3.44
of the Act)
“SPECIAL WASTE” MEANS ANY INDUSTRIAL PROCESS WASTE,
POLLUTION CONTROL WASTE OR HAZARDOUS WASTE, EXCEPT AS
DETERMINED PURSUANT TO SECTION 22.9 OF the Act and
35
Ill. Adm.
Code 808.
(Section 3.45 of the Act)
128—152

—67—
“STORAGE” means the holding or containment of
a
material, either on a temporary basis or for a period
of years,
in such manner as not to constitute disposal
of such material.
“Surface impoundment” means
a natural topographical
depression, man—made excavation,
or diked area that
is
designed to hold liquid wastes or wastes’containing
free liquids.
“Surface water” means all waters that are open to the
atmosphere.
“Tank” means
a stationary device,
designed to contain
an accumulation of material which
is constructed of
non—earthen materials
(e.g.,
wood,
concrete,
steel,
plastic) which provide structural support.
The term
“tank” does not include areas used to accumulate
materials prior to pumping to tanks or containers
(i.e.,
sump pits)
or associated piping.
The term
“tank” does not include vehicles used to transport
material.
“Treatment” means any method,
technique or process,
including neutralization,
designed to change the
physical,
chemical or biological character or
composition of any material so as to neutralize such
material,
or so as to recover energy or material
resources from the material or so as to render such
material nonhazardous or less hazardous,
safer to
transport,
store or dispose
of, or amenable for
recovery,
amenable for storage or reduced
in volume.
“Underground storage tank” means
a storage tank as
defined at
35 Ill.
Adm.
Code 731.101(f)
“UNIT” MEANS ANY DEVICE,
MECHANISM,
EQUIPMENT,
OR
AREA
(EXCLUSIVE OF LAND UTILIZED ONLY FOR AGRICULTURAL
PRODUCTION).
(Section 3.62 of the Act)
“Unit boundary” means
a line at the land’s surface
circumscribing the area on which,
above which or below
which waste, pesticides,
fertilizers,
road oils
o.r de—
icing agents will be placed during the active
life of
the facility.
The space taken up by any liner, dike or
other barrier designed to contain waste, pesticides,
fertilizers,
road oils or de—icing agents falls within
the unit boundary.
“WASTE” MEANS ANY CARBAGE, SLUDGE FROM A WASTE
TREATMENT. PLANT, WATER SUPPLY TREATMENT PLANT,
OP AIR
POLLUTION CONTROL FACILITY OR OTHER DISCARDED MATERIAL,
128—153

—68—
INCLUDING SOLID,
LIQUID,
SEMI-SOLID, OR CONTAINED
GASEOUS MATERIAL RESULTING FROM INDUSTRIAL,
COMMERCIAL,
MINING AND AGRICULTURAL OPERATIONS, AND FROM COMMUNITY
ACTIVITIES,
BUT DOES NOT INCLUDE:
INDUSTRIAL DISCHARGES WITH NPDES PERMITS ISSUED
PURSUANT TO 35
ILL. ADM.
CODE 309;
SOURCE,
SPENT NUCLEAR,
OP BY-PRODUCT MATERIALS AS
DEFINED BY THE ATOMIC ENERGY ACT OF 1954
(42
U.S.C.
2014);
ANY SOLID OR DISSOLVED MATERIAL FROM
ANY MATERIAL
SUBJECT TO 62
ILL. ADM.
CODE 1700 THROUGH
1850.
(Section 3.53 of the Act)
“Waste pile” means
a pile consisting of waste that has
a total volume greater than 10 cubic yards or within
which the waste remains for more than 90 days.
“WATERS” MEANS ALL ACCUMULATIONS OF WATER,
SURFACE AND
UNDERGROUND, NATURAL AND ARTIFICIAL,
PUBLIC AND
PRIVATE, OR PARTS THEREOF,
WHICH ARE WHOLLY OR PARTLY
WITHIN,
FLOW THROUGH, OR BORDER UPON THIS STATE.
(Section 3.56 of the Act)
“WELL” MEANS A BORED, DRILLED OR DRIVEN SHAFT, OR DUG
HOLE, THE DEPTH OF WHICH
IS GREATER THAN THE LARGEST
SURFACE DIMENSION.
(Section 3.57
of the Act)
Section
615.103
Incorporations by Reference
a)
The Board incorporates the following material by
reference:
GPO.
Superintendent
of Documents,
U.S.
Government
Printing Office, Washington,
D.C.
20401,
(202)
783—3238:
National Primary Drinking Water Regulations,
Final Rule,
56 Fed.
Peg.
3526-3597
(January
30,
1991)
Shippers-General Requirements for Shipments
and Packagings,
49 CFR 173
(1990)
NTIS.
National Technical Information Service,
5285 Port Royal Road,
Springfield VA 22161,
(703)
487—4600.
“Test Methods for Evaluating Solid Wastes,
Physical/Chemical Methods”,
EPA Publication
No.
SW-846
(Third Edition,
1986,
as
amended,
128—154

—69—
by Revision
I
(December
1987)
,
Doc.
No.
PB
89—148076)
b)
This Section incorporates no later amendments -or
editions.
Section 615.104
Prohibitions
No-person shall cause or allow the construction or operation of
any facility or unit in violation of the Act or regulations
adopted
by the Board thereunder,
including but not limited to
this Part.
Section 615.105
General Exceptions
a)
This Part does not apply to any facility or unit,
or to the
owner or operator of any facility or unit:
1)
For which the owner or operac.or obtains certification
of minimal hazard pursuant to Section
14.5
of the Act;
or
2)
For which alternate requirements are impc~.edin an
adjusted standard proceeding or as part of
a site—
specific rulemaking, pursuant to Title VII
of ‘the Act;
or
3)
For which alternate requirements are imposed
in
a
regulated recharge area proceeding pursuant to Section
17.4
of the Act; or
4)
That
is LOCATED ON THE SAME SITE AS A NON-COMMUNITY
WATER SYSTEM WELL
AND
FOR WHICH THE OWNER IS THE SAME
FOR BOTH THE facility or unit AND THE WELL.
(Section
14.4(b)
of the Act);
or
5)
That
is located
WITHIN
A REGULATED RECHARGE AREA AS
DELINEATED in 35 Ill. Adm.
Code
617, PROVIDED THAT:
A)
THE BOUNDARY OF THE LATERAL AREA OF INFLUENCE OF A
COMMUNITY WATER SUPPLY WELL LOCATED WITHIN THE
REGULATED RECHARGE AREA does not INCLUDE SUCH
facility or unit THEREIN;
B)
THE DISTANCE FROM THE WELLHEAD OF THE COMMUNITY
WATER SUPPLY TO THE ‘facility or unit EXCEEDS
2500
FEET; AND
C)
THE COMMUNITY WATER SUPPLY WELL WAS not IN
EXISTENCE PRIOR TO JANUARY
1,
1988.
(Section 14.4(b)
of the Act).
128—155

—70—
b)
Nothing
in this Section shall limit the authority of
the Board to impose requirements on any facility or
unit within any portion of any setback zone or
regulated recharge area pursuant to the Act.
SUBPART
B:
GROUNDWATER.MONITORING REQUIREMENTS
Section 615.201
Applicability
This Subpart applies to:
a)
Surface impoundments subject to Subpart
F;
b)
Pesticide storage and handling units subj’ect to Subpart
I;
c)
Fertilizer storage and handling units subject to
Subpart 3;
d)
Road oil storage and handling units subject to Subpart
K;
and
e)
De-icing agent storage and handling units subject to
Subpart
L.
Section 615.202
Compliance Period
The compliance period
is the active life of the unit,
including
closure and post—closure care periods.
a)
The active life begins when the unit first begins
operation or one year after the date of first
applicability,
whichever occurs later,
and ends when
the post-closure care period ends.
b)
The post-closure care period for units other than
pesticide storage and handling units subject to Subpart
I and fertilizer storage and handling units subject to
Subpart
3
is
f,ive years after closure, except as
provided at Section 615.211(e).
c)
The post-closure care period for pesticide storage and
handling units subject to Subpart
I and for fertilizer
storage and handling units subject to Subpart
3
is
three years after closure, except
as provided at
Section 615.211(e).
d)
Subsections
(a),
(b)
and
(c)
notwithstanding,
no post-
closure care period
is required if all waste, waste
residues,
contaminated
containment
system
components
and contaminated subsoils are removed or decontaminated
at closure,
and
no. ongoing corrective action
is
required pursuant to Section 615.211.
128—156

—71—
Section 615.203
Compliance with Groundwater’ Standards
The owner or operator shall comply with the groundwater
standards.
a)
The term of compliance is the compliance period.
b)
Compliance shall be measured at the compliance point,
or compliance points if more than one such point
exists.
Section 615.204
Groundwater Monitoring System
a)
Except as provided otherwise in subsection
(b),
the
groundwater monitoring system must consist of
a
sufficient number of wells,
installed at appropriate
locations and depths to yield groundwater samples,
that:
1)
Represent the quality of background water that has
not been affected by contamination from the
facility or unit;
an,d
2)
Represent the quality of groundwater at the
compliance point
or points.
b)
If
a potable water well or other water well can be used
as
a monitoring well pursuant to this subsection,
no
additional monitoring wells are required under this
Section.
A potable water well or other water well
may
be used as a monitoring well
if:
1)
For a potable water well other than
a community
water supply well,
a construction report has been
filed
with
the Illinois Department
of Public
Health for such well,
or such well 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.)
and
35 Ill.
Adm.
Code
920;
2)
For a water well other than
a potable water well
(e.g.,
a livestock watering well or an irrigation
well), the owner or operator of the unit seeking
to use the well as a monitoring well certifies to
the Agency that
a construction report has been
filed with the Illinois Department of Public
Health or the Illinois Department of Mines and
Minerals for such well,
or that such well 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.)
and
35 Ill.
Adm.
Code 920;
and
128—157

—72—
3)
The unit contains solely non—special waste
if the
unit is
a surface impoundment.
c)
If
a facility contains more than one unit,
separate
groundwater monitoring systems are not required for
each unit, provided that provisions for sampling’ the
groundwater will enable detection and measurement of
contaminants that have entered the groundwater from all
units.
d)
All monitoring wells must meet the following
requirements:
1)
Construction must be done in a manner that will
enable the collection of groundwater samples;
2)
Casings and screens must be made from durable
material that is resistant
to expected chemical or
physical degradation and that does not interfere
with the quality of groundwater samples being
collected;
and
3)
The annular space opposite the screened section of
the well
(i.e., the space between the bore hole
and well screen)
must be filled with gravel or
sand
if necessary to collect groundwater samples.
The annular space above and below the well screen
must be sealed to prevent migration
of water from
overlying adjacent formations and the surface to
the sampled depth.
Section 615.205
Groundwater Monitoring Program
The owner or operator shall develop a groundwater monitoring
program that consists of:
a)
Consistent sampling and analysis procedures that are
designed to ensure monitoring results that provide
a
reliable indication of groundwater quality below
the
unit.
At
a minimum the program must include procedures
and techniques
for:
1)
Sample collection;
2)
Sample preservation and shipment;
3)
Analytical procedures;
and
4)
Chain of custody control.
b)
Sampling and analytical methods that are appropriate
for groundwater monitoring and that allow for detection
and quantification of contaminants
specified
in this
128—158

—73—
Subpart, and that are consistent with the sampling and
analytical’methods specified in
35
Ill. Adm.
Code
620.
c)
A determination of the groundwater head elevation each
time groundwater is sampled.
A determination of the
groundwater head elevation is not required for samples
taken from
a potable well used as a monitoring well
pursuant to Section 615.204(b).
d)
A determination at least annually of the groundwater
flow rate and direction.
e)
If the owner or operator determines that the
groundwater monitoring program no longer satisfies the
requirements of this Section, the owner or operator
shall, within 90 days, make appropriate changes to the
program and shall notify the Agency of such changes
when submitting the groundwater monitoring reports
under Section 615.208.
Section 615.206
Contaminants to be Monitored
a)
The owner or operator shall monitor for all parameters
that meet the following criteria,
except as provided
in
subsections
(b)
and
(c):
1)
Material containing such parameter
is stored,
disposed of,
or otherwise handled at the site;
and
2)
There is a groundwater standard for such
parameter.
b)
The owner or operator of
a unit subject to Subpart
I
for the
‘storage and handling of pesticides shall
monitor for five specific pesticides or.five groups of
chemically-similar pesticides stored or handled at the
unit that are the most likely to enter into the
groundwater from the unit and that are the most toxic.
The owner
or operator shall choose the five specific
pesticides or five groups based upon the following
criteria:
1)
The volume of material stored or handled at the
unit;
2)
The leachability characteristics
of the pesticides
stored or handled at the unit;
3)
The toxicity characteristics
of the pesticides
stored or handled at the unit;
4)
The history of spillage of the pesticides stored
or handled at the unit;
and
128—159

—74—
5)
Any groundwater standards for the pesticides
stored or handled at the unit.
c)
The owner or operator of a unit subject to Subpart
3
for the storage and handling of fertilizers shall
monitor for pH,
specific conductance,
total organic
carbon, nitrates as nitrogen,
and ammonia nitrogen.
Section 615.207
Sampling Frequency
a)
The owner or operator shall determine whether
groundwater standards have been exceeded at each
monitoring well at least quarterly during the
compliance period,
except as provided otherwise
in
subsections
(b),
(c)
or Section 615.209(b).
b)
The owner or operator of
a unit subject to Subpart
I
for the storage and handling of pesticides or Subpart
3
for the storage and handling of fertilizer may
substitute the quarterly determination of subsection
(a) with a determination at least semi—annually’
provided that all
of the following conditions are met:
1)
The unit
is
in compliance with the containment
requirements of
8
Ill. Adm.
Code 255;
2)
There have been no detections within the preceding
two years
in any of the monitoring wells of any
contaminant stored or handled at the facility or
of any contaminant attributable to operation of
the unit; and
3)
No reportable agrichemical
spills,
as defined
pursuant to
8 Ill.
Adm.
Code
255, have occurred at
the facility within the previous two years.
c)
The owner or operator of a unit subject to Subpart
K
for the storage and handling of road oils or Subpart L
for the storage and handling of de-icing agents shall
determine whether groundwater standards have been
exceeded at each monitoring well at least annually
during the compliance period,
except as provided at
Section 615.209(b).
Section 615.208
Reporting
The owner or operator shall submit results of all monitoring
required pursuant to this Subpart to the Agency within
60 days
after completion of sampling.
Section 615.209
Non-Compliance Response Program
128—160

—75—
If monitoring results collected pursuant to Sections 615.206 and
615.207 show that
a groundwater standard has been exceeded,
the
owner or operator shall:
a)
Notify the Agency of this finding when submitting the
groundwater monitoring results required pursuant to
Section
615.208.
The notification must indicate which
groundwater standards have been exceeded.
b)
Resample the groundwater within
3 days
in all
monitoring wells where a groundwater standard has been
exceeded and redetermine the presence and concentration
of each parameter required pursuant to Section 615.206,
except that:
1)
If the unit is subject to Subpart
I for the
storage and related handling of pesticides,
resample the groundwater within
3 days
in all
monitoring wells where
a groundwater standard has
been exceeded and determine the presence and
concentration in each such sample of each
pesticide previously and presently stored or
handled
at the unit.
2)
If the unit
is subject to Subpart
3
for the
storage and related handling of fertilizers,
monitor monthly for the parameters set forth in
Section 615.206(c)
until the groundwater standard
is no longer exceeded.
c)
Submit the results of sampling required under
subsection
(b) when submitting the groundwater results
required pursuant to Seátion 615.208.
d)
Prepare an engineering feasibility plan for a
corrective action program designed to achieve the
requirements of Section 615.211.
This plan shall
be
submitted to the Agency
in writing within 120 days
after the date on which the sample results are
submitted to the Agency pursuant to subsection
(c),
unless:
1)
None of the parameters identified under subsection
(b)
exceed the groundwater standards;
or
2)
The owner or operator makes a demonstration
pursuant to Section 615.210.
e)
Begin the corrective action program specified in
subsection
(d) within 120 days after the date on which
the sample results are submitted to the Agency pursuant
to subsection
(c)
,
unless:
128—161

—76—
1)
None of the parameters identified under subsection
(b)
exceed the groundwater standards;
or
2)
The owner or operator makes a demonstration
pursuant to Section 615.210.
Section 615.210
Alternate Non-Compliance Response Program
If-the groundwater sampling required pursuant to Section 615.207
shows that a groundwater standard has been exceeded,
it is
presumed that contamination from the facility or unit that is
being monitored is responsible for the standard being exceeded.
An owner or operator may overcome that presumption by making
a
demonstration that a source other than the facility or unit that
is being monitored caused the exceedence or that the exceedence
resulted from error in sampling, analysis or evaluation.
In
making such demonstration the owner
or operator shall:
a)
Notify the Agency that the owner or operator intends to
make a demonstration under this Section when submitting
the groundwater monitoring results required pursua.nt to
Section 615.208.
b)
Submit
a report to the Agency that demonstrates that
a
source other than
a facility or unit for which he
is
the owner or operator caused the groundwater standard
to be exceeded,
or that the gr.oundwater standard was
exceeded due to an error
in sampling, analysis or
evaluation.
Such report must be included with the next
submission
of groundwater monitoring results required
pursuant to Section 615.208; and
c)
Continue to monitor in accordance with the groundwater
monitoring program established pursuant to Sections
615.205,
615.206, and 615.207.
Section 615.211
Corrective Action Program
An owner or operator required to conduct a corrective action
program pursuant to this Subpart shall:
a)
Begin corrective action within 120 days after the date
on which the sample results are submitted to the Agency
pursuant to Section 615.209(c).
b)
Take corrective action that results in compliance with
the groundwater standards at the compliance point
or
points.
c)
Establish and implement a groundwater monitoring
program to demonstrate the effectiveness of the
corrective action program.
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d)
Take corrective action that maintains compliance with
the groundwater standards:
1)
At all compliance points; and
2)
Beyond the unit boundary, where necessary to
protect human health and the environment, unless
the owner or operator demonstrates to the Agency
that,
despite the owner’s, or operator’s best
efforts,
the
owner
or
operator
was
unable
to
obtain the necessary permission to undertake such
action.
The owner or operator
is not relieved of
responsibility to clean up a release that has
migrated beyond the unit boundary where off-site
access
is denied.
e)
Continue corrective action measures during the
compliance period to the extent necessary to ensure
that the groundwater standard
is not exceeded at the
compliance point or points.
If the owner or operator
is still conducting corrective action at the end of the
compliance period,
the owner or operator shall continue
that corrective action for as long as necessary to
achieve compliance with the groundwater standards.
The
owner or operator may terminate corrective action
measures taken beyond the compliance period
if the
owner or operator can demonstrate,
based on data from
the groundwater monitoring program under subsection
(c),
that the groundwater standards have not been
exceeded for a period of three consecutive years.
f)
Report
in writing to the Agency on the effectiveness of
the corrective action program.
The owner or operator
shall submit these ‘reports semi—annually.
g)
If the owner or operator determines that the corrective
action program no longer satisfies the requirements
of
this Section, the owner or operator shall, within
90
days, make any appropriate changes to the program.
SUBPART
C:
GENERAL CLOSURE AND POST-CLOSURE REQUIREMENTS
Section 615.301
Applicability
This Subpart applies to:
a)
Land treatment units subject to Subpart
E;
b)
Surface impoundments subject to Subpart F;
c)
Pesticide storage and handling units subject to Subpart
I;
and
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d)
Fertilizer storage and handling units subject to
Subpart 3.
Section 615.302
Closure Performance Standard
The owner
or operator shall close the unit
in
a manner. that:
a)
Controls, minimizes or eliminates, to the extent
necessary to protect human health and the environment,
post—closure escape of waste, waste constituents,
leachate,
contaminated runoff or waste decomposition
products to soils, groundwaters,
surface waters,
and
the atmosphere;
b)
Minimizes the need for maintenance during and beyond
the post—closure care period; and
c)
Complies with the closure requirements of 35
Ill.
Adm.
Code:
Subtitles
C and G.
Section 615.303
Certification of Closure
Within 60 days after completion of closure, the owner or operator
shall submit to the Agency,
by registered or certified mail,
a
certification that the unit has been closed
in accordance with
the closure requirements.
The certification must be signed by
the owner
or operator and by an independent registered
professional engineer.
Documentation supporting the independent
registered professional engineer’s certification must
be
furnished to the Agency upon request.
Section 615.304
Survey Plat
a)
No later than the submission of the certification
of closure
of each unit,
the owner or operator shall submit to any
local
zoning authority,
or authority with jurisdiction over
local
land use, and to the Agency,
and record with land
titles,
a survey plat indicating the location and dimensions
of any waste disposal units, and any pesticide or fertilizer
storage and handling units, with respect to permanently
surveyed benchmarks.
This plat must be prepared and
certified by a registered land surveyor.
b)
For pesticide storage and handling units or for fertilizer
storage and handling units,
records
or reports required
under any other state or Federal regulatory program and
which contain the information required above may be used to
satisfy this reporting requirement.
Section 615.305
Post—Closure Notice for Waste Disposal Units
No later than
60 days after certification of closure of the unit,
the owner or operator of a unit subject to Subpart D or
F shall
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submit to the Agency,
to the County Recorder and to any local
zoning authority or ‘authority with jurisdiction over local land
use,
a record of the type,
location and quantity of wastes
disposed of within each cell or other area of the unit.
Section 615.306
Certification of Completion of Post-Closure
Care
No,. later than
60 days after completion of the established post-
closure care period, the owner or operator shall submit to the
Agency,
by’ registered or certified mail,
a certification that the
post-closure care period for the unit was performed in accordance
with the specifications in the approved post-closure plan.
The
certification must be signed by the owner or operator and an
independent registered professional engineer.
Documentation
supporting the independent registered professional engineer’s
certification must be furnished to the Agency upon request.
Section 615.307
Post—Closure Care Period
The post—closure care period is as defined at Section 615.2Q2.
SUBPART
D: ON-SITE LANDFILLS
Section 615.401
Applicability
This Subpart applies to existing landfill units that are located
wholly or partially within a setback zone or regulated recharge
area and that contain special waste or other waste generated on-
site,
except that this Subpart does not apply to any existing
landfill unit that:
a)
Contains solely one or more of the following:
hazardous
waste, livestock waste,
landscape waste,
or
construction and demolition debris;
or
b)
Is exempt from this Part pursuant to Section 615.105.
Section 615.402
Required Closure of Units Located Within
Minimum Setback Zones
No person shall cause or allow the operation within
a minimum
setback zone of any landfill unit commencing two years after the
effective date of this Part.
Closure shall be completed three
years after the effective date of this Part.
Section 615.403
Required Closure of Units Located Within
Maximum Setback Zones
No person shall cause or allow the operation within a maximum
setback zone of any landfill unit at which special waste
is
disposed,
commencing two years after the effective date of the
ordinance or regulation that establishes the maximum setback
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zone.
Closure shall be completed within three years after the
effective date of the ordinance or regulation that establishes
the maximum setback zone.
Section 615.404
Required Closure of Units Located Within
Regulated’ Recharge Areas
No person shall cause or allow the operation within
a regulated
recharge area of any landfill unit that contains special waste
and for which the distance from the wellhead of the community
water supply well to any part of the landfill unit
is 2500 feet
or less.
This provision becomes effective four years after the
date on which the Board establishes th~regulated recharge area.
Closure shall
be completed within five years after the date on
which the Board establishes the regulated recharge area.
SUBPART
E: ON-SITE LAND TREATMENT UNITS
Section 615.421
Applicability
This Subpart applies to existing land treatment units that ~re
located wholly or partially within
a setback zone or regulated
recharge area and that treat or dispose of special waste or other
waste generated on-site,
except that this Subpart does not apply
to any existing land treatment unit that:
a)
Contains solely one or more of the following: hazardous
waste, livestock waste,
landscape waste,
or
construction and demolition debris;
or
b)
Is exempt from this Part pursuant to Section 615.105.
Section 615.422
Required Closure of Units Located Within
Minimum Setback Zones
No person shall cause or allow the operation within
a minimum
setback zone of any land treatment unit commencing two years
after the effective date
of this Part.
Closure shall be
completed within three years after the effective date of this
Part.
Section 615.423
Required Closure of Units Located Within
Maximum Setback Zones
No person shall cause or allow the operation within
a maximum
setback zone of any land treatment unit at which special waste
is
treated or disposed,
commencing two years after the effective
date of the ordinance or regulation that establishes the maximum
setback zone.
Closure shall
be completed within three years
after the effective date of the ordinance or regulation that
establishes the maximum setback zone.
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Section 615.424
Land Treatment of Sludges
in Maximum Setback
Zones
Nothing in this Subpart shall prohibit land treatment within a
maximum setback zone of sludge resulting from the treatment of
domestic wastewater
or of sludge resulting from the treatment of
water to produce potable water,
if such’activities are conducted
in accordance with the Act and 35
Ill. Adm.
Code:
Subtitle
C.
Section 615.425
Closure and Post-Closure Care
The owner or operator shall comply with the requirements
of
Sectiofis 615.302 and 615.303.
SUBPART
F: ON-SITE SURFACE IMPOUNDMENTS
Section 615.441
Applicability
This Subpart applies to existing surface impoundment units
that
are located wholly or partially within a setback zone or
regulated recharge area and that contain special waste or ot’her
waste generated on-site,
except that this Subpart does not apply
to any existing surface impoundment unit that:
a)
Contains solely one or more of the following: hazardous
waste, livestock waste,
landscape waste, or
construction and demolition debris;
or
b)
Is exempt from this Part pursuant to Section 615.105.
Section 615.442
Required Closure of Units Located Within
Minimum Setback Zones
No person shall cause or allow the operation within a minimum
setback zone of any surface impoundment unit commencing two years
after the effective date
of this Part.
Closure shall
be
completed within three years after the effective date of this
Part.
Section 615.443
Required Closure of Units Located Within
Maximum Setback Zones
No person shall cause or allow the operation within
a maximum
setback zone of any surface impoundment unit at which special
waste
is stored,
treated or disposed, commencing two years after
the effective date of the ordinance
or regulation that
establishes the maximum setback
zone.
Closure shall be completed
within three years after the effective date of the ordinance or
regulation that establishes the maximum setback zone.
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—82—
Section 615.444
Groundwater Monitoring
The owner
or operator shall comply with the requirements of
Subpart B.
Section 615.445
Inspection Requirements
Whie
a surface impoundment is
in operation,
it must be inspected
weekly and after storms to detect evidence of any of the
following:
a)
Deterioration,
malfunctions or improper operation of
overtopping control systems;
b)
Sudden drops
in the level of the impoundment’s
contents;
c)
Severe erosion or other signs of deterioration
in dikes
or other containment devices; or
d)
A leaking dike.
Section
615.446
Operating Requirements
a)
No person shall cause or allow incompatible materials
to be placed
in the same surface impoundment unit.
b)
A surface impoundment unit must be removed from service
in accordance with subsection
(c) when:
1)
The level of liquids
in the unit suddenly drops
and the drop
is not known to be caused by changes
in the flows into or out of the unit;
or
2)
The dike leaks.
c)
When
a surface impoundment unit must be removed from
service as required by subsection
(b),
the owner or
operator shall:
1)
Shut off the flow or stop the addition of wastes
into the impoundment unit;
2)
Contain any surface leakage that has occurred or
is occurring;
3)
Stop the leak;
4)
Take any other necessary steps to stop or prevent
catastrophic failure;
5)
If a leak cannot be stopped by any other means,
empty the impoundment unit; and
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6)
Notify the Agency of the removal’ from service and
corrective actions that were taken,
such notice to
be given within 10 days after the removal from
service.
d)
No surface impoundment unit that has been removed from
service
in accordance with the requirements
of this
Section may be restored to service unless the portion
of the unit that failed has been repaired.
e)
A surface impoundment unit that has been removed from
service in accordance with the requirements of this
Section and that is not being repaired must be closed
in accordance with the provisions of Section 615.447.
Subpart 615.447
Closure and Post—Closure Care
a)
If closure is to be by removal, the owner or operator
shall remove all waste,
all wa~steresidues,
contaminated containment system components
(liners,
etc.), contaminated subsoils and structures and
equipment contaminated with waste and leachate;
and,
if
disposed of in the State of Illinois, dispose of them
at
a
disposal
site
permitted
by
the
Agency
under
the
Act.
b)
If
closure
is
not
to
be
by
removal,
the
owner
or
operator shall comply with the requirements of Subpart
C
and
shall:
1)
Eliminate free liquids by removing liquid wastes
or solidifying the remaining wastes and waste
residues.
2)
Stabilize remaining wastes to
a bearing capacity
sufficient
to
support
final
cover.
3)
Cover the surface impoundment unit with
a final
cover consisting
of at least
a 2—foot thick layer
of compacted clay with
a permeability
of no more
than
1 x l0~ centimeters per second and designed
and constructed to:
A)
Provide long-term minimization
of, the
migration of liquids through the closed
impoundment unit;
B)
Function with minimum maintenance;
C)
Promote drainage and minimize erosion or
abrasion of the final cover; and
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—84—
D)
Accommodate settling and subsidence so that
the cover’s integrity is maintained.
c)
If some waste residues or contaminated materials are
left
in place at final closure, the owner or operator
shall comply with the requirements of Subpart C and
shall:
1)
Maintain the integrity and effectiveness of the
final cover,
including making repairs to the cap
as necessary to correct the effects of settling,
subsidence,
erosion
or
other
events;
2)
Maintain and monitor the groundwater monitoring
system;
and
3)
Prevent run-on and run—off from eroding or
otherwise damaging the final cover.
SUBPART
G:
ON-SITE WASTE PILES
Section 615.461
Applicability
This Subpart applies to existing waste piles that are located
wholly or partially within a setback zone or regulated recharge
area and that contain special waste or other waste generated on-
site,
except that this Subpart does not apply to any existing
waste pile that:
a)
Contains solely one or more of the
following: hazardous
waste,
livestock waste,
landscape waste,
or
construction and demolition
debris;
b)
Consists of sludge resulting from the treatment of
wastewater from
a Publicly Owned Treatment Works
(POTW)
and the sludge pile
is situated on an underdrained
pavement and operated
in accordance with the Act,
35
Ill. Adm.
Code:
Subtitle C and
35
Ill. Adm.
Code:
Subtitle G; or
c)
Is exempt from this Part pursuant to Section 615.1OS.
Section 615.462
Required Closure
A waste pile is deemed to be a landfill and thereby subject to
the closure requirements of Subpart E unless the operator can
demonstrate to the Agency that the wastes are not accumulated
over time for disposal.
At the minimum, such demonstration shall
include photographs, records, or other observable
or discernable
information, maintained on a yearly basis,
that show that within
the preceding year the waste has been removed for utilization or
disposed elsewhere.
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Section 615.463
Design and Operating Requirements
For a waste pile not subject to Section 615.462,
a)
The owner or operator shall not cause or allow:
1)
Disposal or storage in the waste pile of liquids
or materials containing free liquids; or
2)
Migration and runoff of leachate into adjacent
soil,
surface water,
or groundwater.
b)
The waste pile must comply with the following
standards:
1)
The waste pile must be under an impermeable
membrane or cover that provides protection from
precipitation;
2)
The waste pile must be protected from surface
water run-on;
and
3)
The waste pile must be designed and operated to
control wind dispersal of waste
by
a means other
than wetting.
c)
This Section becomes applicable six months after the
date of first applicability.
Section 615.464
Closure
The owner or operator shall accomplish closure by removing and
disposing of all wastes and containment system components
(liners,
etc).
If’ disposed of in the State of Illinois,
the
waste and containment system components must be disposed of at a
disposal site permitted by the Agency under the Act.
SUBPART H: UNDERGROUND STORAGE TANKS
Section 615.501
Applicability
This Subpart applies to existing underground storage tanks that
are located wholly or partially within
a setback zone or
regulated recharge area and that contain special waste,
except
that this Subpart does not apply to any existing underground
storage tank that:
a)
Pursuant to
35
Ill. Adm.
Code 731.110(a)
must meet the
requirements set forth
in
35 Ill.
Adm.
Code
731, unless
such
a tank is excluded from those requirements
pursuant to
35 Ill.
Adm.
Code 731.110(b); or
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—86—
b)
Must have interim status or
a RCRA permit under 3S
Ill.
Adm.
Code:
Subtitle G; or
c)
Is exempt from this Part pursuant to Section 615.105.
Section 615.502
Design and Operating Requirements
Owners and operators of existing underground storage tanks that
store special waste shall meet the requirements set forth
in
35
Ill.
Adm.
Code 731.
Such requirements must be met even if the
tanks are excluded from coverage under
35
Ill. Adm. Code 731 by
35
Ill.
Adin.
Code 731.110(b).
The exclusions set forth in
35
Ill.
Adm.
Code 731.110(b)
do not apply. to any underground storage
tank which stores special waste.
SUBPART
I:
PESTICIDE STORAGE AND HANDLING UNITS
Section 615.601
Applicability
This Subpart applies to any existing unit for the storage and
handling of pesticides that
is located wholly or partially ~ithin
a setback zone or regulated recharge area and that:
a)
Is operated for the purpose of commercial application;
or
b)
Stores or accumulates pesticides prior to distribution
to retail sales outlets,
including but not limited to
a
unit that is
a warehouse or bulk terminal.
c)
Subsections
(a)
and
(b)
notwithstanding,
this Subpart
does not apply to any unit exempt pursuant to Section
615.105.
Section 615.602
Groundwater Monitoring
The owner or operator shall comply with the requirements
of
Subpart
B.
Section 615.603
Design and Operating Requirements
The owner or operator shall:
a)
Maintain a written record inventorying all pesticides
stored or handled at’ the unit.
b)
At least weekly when pesticides are being
stored’,
inspect storage containers,
tanks,
vents,
valves, and
appurtenances for leaks or deterioration caused by
corrosion or other factors.
If
a leak or deterioration
is found in any of these devices, the owner or operator
must immediately repair or replace the device.
The
owner or operator shall maintain
a written record of
128—17 2

—87—
all inspections conducted under this
Section and of all
maintenance relating to leaks and deterioration of
these devices.
c)
Store all containers containing pesticides within
a
pesticide secondary containment structure,
if such
containers are stored outside’ of
a roOfed structure
or
enclosed warehouse.
For the purpose of this subsection
a pesticide secondary containment structure is
a
structure that complies with the design standards set
forth
in
8 Ill. Adm.
Code 255.
d~
Maintain all written records required under this
Section at the site.
The owner or operator shall
provide any such record to the Agency upon request.
(Board Note:
Owners or operators of
facilities or units
subject to this Part may also be subject to regulations
under 8
Ill. Adm.
Code 255.).
Section 615.604
Closure and Post—Closure Care
The owner or operator shall comply with the requir~,ents of
Subpart
C.
SUBPART
3:
FERTILIZER STORAGE AND HANDLING UNITS
Section 615.621
Applicability
This Subpart applies to any existing unit for the storage and
handling of fertilizers that is located wholly or partially
within
a setback zone or regulated recharge area and that:
a)
Is operated for the purpose of commercial application;
or
b)
Stores or accumulates fertilizers prior to distribution
to retail sales outlets,
including but not limited to
a
unit that is
a warehouse or bulk terminal.
c)
Subsections
(a)
and
(b) notwithstanding,
this Subpart
does not apply to any unit exempt pursuant to Section
615. 105.
Section 615.622
Groundwater Monitoring
The owner or operator shall comply with the requirements
of
Subpart
B.
Section
615.623
Design and Operating Requirements
The owner or operator shall:
128—173

—88—
a)
Maintain a written record inventorying all fertilizers
stored or handled at the unit.
b)
At least weekly when fertilizers are being stored,
inspect storage containers,
tanks, vents,
valves,
and
appurtenances for leaks or deterioration caused by
corrosion or other factors.
If
a leak or deterioration
is found in any of these devices,
the owner or operator
shall
immed-iately repair or replace the device.
The
owner or operator shall maintain a written record of
all inspections conducted under this Section and of all
maintenance relating to leaks and deterioration of
these devices.
c)
Store all containers containing fertilizers
(except
anhydrous ammonia) within a fertilizer secondary
containment structure,
if such containers are stored
outside of
a roofed structure or enclosed warehouse.
For the purpose of this subsection,
a fertilizer
secondary containment structure
is
a structure that
complies with the design standards set forth
in 8—Ill.
Adm.
Code 255.
d)
Maintain all written records required under this
Section at the site.
The owner or operator shall
provide any such record to the Agency upon request.
(Board Note:
Owners or operators
of facilities or units
subject to this Part may also be subject to regulations
under
8
Ill.
Adm.
Code 255.)
Section 615.624
Closure and Post—Closure Care
The owner or operator shall comply with the requirements
of
Subpart
C.
SUBPART
K: ROAD OIL
STORAGE AND HANDLING
UNITS
Section 615.701
Applicability
This Subpart applies
to any existing unit for the storage and
related handling of road oils that
is located wholly or partially
within
a setback zone or regulated recharge area and at which
greater than 25,000 gallons of road oils are stored or
accumulated at any one time,
except as otherwise provided
in
Section 615.105.
Section 615.702
Required Closure of Units Located Within
Minimum Setback
Zones
a)
No person shall cause or allow the operation within
a
minimum setback zone of any road oil storage and
handling unit.
128—174

—89—
b)
Subsection
(a)
is effective two years after the
effective date
of this Part.
Closure must be completed
within three years after the effective date of this
Part.
Section 615.703
Groundwater Monitoring
The owner or operator shall comply with the requirements of
Subpart
B.
Section 615.704
Design and Operating Requirements
for Above-
Ground Storage Tanks
a)
The owner or operator shall not cause or allow:
1)
Materials to be placed
in
a tank if such materials
could cause the tank to rupture,
leak,
corrode, or
otherwise
fail.
2)
Uncovered tanks to be placed or operated so as to
maintain less than
60 centimeters
(2
feet)
of
freeboard unless:
A)
The tank is equipped with a containment
structure
(e.g., dike or trench),
a drainage
control system,
or a diversion structure
(e.g.,
standby tank); and
B)
Such containment structure,
drainage control
system,
or diversion structure has a capacity
that equals or exceeds the volume of the top
60 centimeters
(2
feet)
of the tank.
3)
Material to be continuously fed into
a tank,
unless the tank is equipped with
a means
to stop
this inflow (e.g.,
a feed cutoff system or
a
bypass system to a standby tank).
4)
Incompatible materials to be placed
in the same
tank.
5)
Material to be placed
in a tank that previously
held an incompatible material unless the
incompatible material has been washed from the
tank.
6)
Ignitable or reactive material to be placed
in
a
tank unless:
A)
The material
is stored or treated in such
a
way that it
is protected from any material or
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—90—
conditions that may cause
it to ignite or
react;
or
B)
The tank
is used solely for emergencies.
b)
The owner or operator shall provide and maintain.
primary containment for the tank such that:
1)
The tank has a minimum shell thickness that
ensures
that
the
tank
will
not
fail
(i.e.,
collapse, rupture, etc.).
2)
The tank is compatible with the material to be
placed in the tank or the tank is lined with a
substance that is compatible with the material to
be placed on the tank.
c)
The owner or operator shall provide and maintain
secondary containment for the tank that:
1)
Is capable of containing the volume of the largest
tank or 10
of the total volume for all tanks,
whichever
is greater;
2)
Is constructed of material capable of containing
a
spill until cleanup occurs
(e.g., concrete or
clay)
.
The base of the secondary containment area
must be capable of minimizing vertical migration
of a spill until cleanup occurs
(e.g.,
concrete or
clay);
3)
Has cover
(e.g., crushed rock or vegetative
growth)
on earthen
ernbankments sufficient to
prevent erosion; and
4)
Isolates the tank from storm water drains and from
combined storm water drains and sewer drains.
d)
If incompatible materials are handled at the site,
secondary containment sufficient to isolate the units
containing the incompatible materials must be provided.
e)
The owner or operator of a tank shall
also:
1)
Test above-ground tanks and associated piping
every five years for structural
integrity.
2)
Remove uncontaminated storm water runoff from the
secondary containment area immediately after
a
precipitation event.
3)
Handle contaminated storm water runoff
in
accordance with 35
Ill. Adm. Code 302.Subpart A.
128—176

—91—
4)
Provide
a method for obtaining
a sample from each
tank.
5)
Install, maintain,
and operate a material level
indicator on each tank.
6)
When not in use,
lock all gauges and valves that
are used to inspect levels
in the tank.
All such
devices must be located within the containment
structure.
f~
This Section becomes applicable two years after the
date of first applicability.
Section 615.705
Closure
a)
At closure, all materials must be removed from
containers,
tanks, discharge control equipment,
and
discharge confinement structures.
b)
All materials that are to be disposed of in the State
of Illinois must be disposed of at
a disposal site
permitted by the Agency under the Act.
SUBPART
L: DE-ICING AGENT STORAGE AND HANDLING UNITS
Section 615.721
Applicability
This Subpart applies to any existing unit for the storage and
related handling of dc-icing agents that
is located wholly or
partially within a setback zone and at which more than 50,000
pounds of dc—icing agent are stored or accumulated at any one
time,
except as otherwise provided in Section 615.105.
For the
purpose of this Subpart:
a)
An indoor storage unit means
a storage unit with
a roof
capable of protecting dc-icing agents from wind and
precipitation;
b)
An outdoor storage unit means
a unit for the storage
of
dc-icing agents that is not an indoor storage unit.
Section 615.722
Groundwater Monitoring
The owner or operator shall comply with the requirements
o’f
Subpart
B.
Section 615.723
Design and Operating Requirements
a)
Indoor facilities must comply with the following
standards beginning two years after the date of first
applicability:
128—177

—92—
1)
The base of the facility must be constructed of
materials capable of containing dc-icing agents
(i.e.,
bituminous or concrete pad).
2)
The roof and walls of the facility must be
constructed
of
materials
capable
of
protecting
the
storage
pile
from
precipitation
and
capable
of
preventing dissolved dc-icing agents from entering
into the adjacent soil,
surface water, or
groundwater.
The walls of the facility must be
constructed of materials compatible with the de-
icing agents to be placed in the facility.
Run-
off from the roof must be diverted away from the
loading pad.
3)
All areas surrounding the storage pile,
including
but not limited to the loading pad, must be
routinely inspected to determine whether any
release of dc-icing agents has occurred.
Such
areas shall be cleaned as necessary.
Spilled de-
icing agents must be placed back under the
protective covering of the indoor storage pile.
The storage pile must be reshaped as often
as
necessary to prevent leaching.
4)
The integrity of the facility and loading pad must
be maintained.
5)
All areas surrounding the storage facility must be
inspected daily to determine whether any release
of dc—icing agents has occurred.
Spilled dc-icing
agents must be placed back into the storage
facility.
b)
Outdoor facilities
or units must comply with the
following standards beginning two years after the date
of first applicability:
1)
An impermeable membrane or cover must be placed
over all storage piles to protect the piles from
precipitation and surface water run-on.
The
membrane or cover must prevent run—off and
leachate from being generated by the outdobr
storage piles.
The piles must be formed
in, a
conical shape,
covered and stored on a pave.d pad
capable of preventing leachate from entering
adjacent soil, surface water,
or groundwater.
2)
Surface drainage must be directed to prevent flow
through the base of the storage piles.
Dc-icing
agents must not be stored where drainage may enter
into water supplies,
farm lands or streams.
128—178

—93—
3)
All areas surrounding the storage piles must be
cleaned and must be inspected daily to determine
whether any release of dc—icing agents has
occurred.
Spilled dc—icing agents must be placed
back under the protective covering of the outdoor
storage piles.
The storage piles must be reshaped
as often as necessary to prevent leaching.
4)
The storage piles must be designed and operated to
control wind dispersal of the product by means
other than wetting.
Section 615.724
Closure
a)
At closure, all dc—icing agents must be removed from
the site,
discharge control equipment and discharge
confinement structures.
b)
All dc-icing agents that are to be disposed of
in the
State of Illinois must be disposed of at .a disposal
site permitted by the Agency under the Act.
128—179

—94—
TITLE 35:
ENVIRONMENTAL PROTECTION
SUBTITLE
F: PUBLIC WATER SUPPLIES
CHAPTER
I:
POLLUTION CONTROL BOARD
PART 616
NEW
ACTIVITIES IN A SETBACK ZONE OR REGULATED RECHARGE AREA
SUBPART A: GENERAL
Section
616.101
Purpose
616.102
Definitions
616.104
Exceptions to Prohibitions
616.105
General Exceptions
SUBPART
B: GROUNDWATER MONITORING REQUIREMENTS
Section
616.201
Applicability
616.202
Compliance Period
616.203
Compliance With Groundwater Standards
636.204
Groundwater Monitoring System
616.205
Groundwater Monitoring Program
616.206
Reporting
616.207
Determining Background Values and Maximum Allowable
Results
(“MARS”)
616.208
Continued Sampling
616.209
Preventive Notification and Preventive Response
616.210
Corrective Action Program
616.211
Alternative Corrective Action Demonstration
SUBPART
C:
GENERAL CLOSURE AND POST-CLOSURE REQUIREMENTS
Section
616.301
Applicability
616.302
Closure Performance Standard
616.303
Certification of Closure
616.304
Survey Plat
616.305
Post-Closure Notice for Waste Disposal Units
616.306
Certification of Completion of Post-Closure Care
616.307
Post-Closure Care Period
SUBPART
D:
ON-SITE LANDFILLS
Section
616.401
Applicability
616.402
Prohibitions
SUBPART E:
ON-SITE LAND TREATMENT UNITS
Section
616.421
Applicability
616.422
Prohibitions
128—180

—95—
Section
616.501
616.502
Section
616.601
616.602
616.603
616.604
616.605
Section
616. 621
616.622
616.623
616.624
616.625
Section
616.701
616.702
Applicability
Prohibitions
Design and Operating Requirements
Closure
Applicability
Design and Operating Requirements
SUBPART
I:
PESTICIDE STORAGE
AND
HANDLING UNITS
Applicability
Prohibitions
Groundwater Monitoring
Design and Operating Requirements
Closure and Post—Closure Care
SUBPART
3:
FERTILIZER STORAGE AND HANDLING UNITE
Applicability
Prohibitions
Groundwater Monitoring
Design and Operating Requirements
Closure and Post-Closure Care
SUBPART K: ROAD OIL STORAGE AND HANDLING UNITS
616.423
616.424
616.425
Section
616.441
616.442
616.443
616.444
616.445
616.446
616.447
Section
616.461
616.462
616.463
616.464
Groundwater Monitoring
Design and Operating Requirements
Closure and Post-Closure Care
SUBPART
F: ON-SITE SURFACE IMPOUNDMENTS
Applicability
Prohibitions
Groundwater Monitoring
Design Requirements
Inspection Requirements
Operating Requirements
Closure and Post—Closure Care
SUBPART
G: ON-SITE WASTE PILES
SUBPART
H: UNDERGROUND STORAGE TANKS
Applicability
Prohibitions
128—181

—96—
616.703
Groundwater Monitoring
616.704
Design and Operating Requirements for Above-Ground
Storage Tanks
616.705
Closure
SUBPART
L:
DE-ICING AGENT STORAGE AND HANDLING UNITS
Section
616.721
Applicability
616.722
Prohibitions
616.723
Groundwater
Monitoring
616.724
Des±gnand Operating Requirements for Indoor Storage
Facilities
616.725
Closure
AUTHORITY:
Implementing and authorized Sections
5,
14.4,
21,
22,
and 27 of the Environmental Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
pars.
1005,
1014.4,
1021,
1022,
and 1027).
SOURCE:
Adopted at P89-S
Ill.
Peg.
___________,
effective
NOTE:
Capitalization denotes statutory language.
SUBPART A:
GENERAL
Section
616.1.01
Purpose
This Part prescribes requirements and standards for the
protection
of groundwater for certain types of new facilities
or
units located wholly or partially within
a setback zone regulated
by the Act or within
a regulated recharge area
a,s delineated
pursuant to Section
17.4 of the Illinois Environmental Protection
Act
(Act)
(Ill.
Rev.
Stat.
1989,
ch.
111 1/2, pars.
1001 et
seq.).
Section 616.102
Definitions
Except as stated in this Section, and unless a different meaning
of
a word or term is clear from the context, the definitions of
words or terms in this Part shall be the same as those used
in 35
Ill.
Adm. Code 615.102, the Act,
or the Illinois Groundwater
Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
111 1/2, pars.
7451 et
seq.).
“NEW POTENTIAL PRIMARY SOURCE” MEANS:
A POTENTIAL PRIMARY SOURCE WHICH IS NOT IN
EXISTENCE OR FOR WHICH CONSTRUCTION HAS NOT
COMMENCED AT ITS LOCATION AS OF JANUARY
1,
1988;
OR
128—182

—97—
A POTENTIAL PRIMARY SOURCE WHICH EXPANDS LATERALLY
BEYOND THE CURRENTLY PERMITTED BOUNDARY OR,
IF THE
PRIMARY SOURCE IS NOT PERMITTED,
THE BOUNDARY
IN
EXISTENCE AS OF JANUARY
1,
1988;
OR
A POTENTIAL PRIMARY SOURCE WHICH
IS PART OF A
FACILITY THAT UNDERGOES MAJOR RECONSTRUCTION.
SUCH RECONSTRUCTION SHALL BE DEEMED TO HAVE TAKEN
PLACE WHERE THE FIXED CAPITAL COST OF THE NEW
COMPONENTS CONSTRUCTED WITHIN A 2-YEAR PERIOD
EXCEED 50
OF THE FIXED CAPITAL COST OF A
COMPARABLE ENTIRELY NEW FACILITY.
(Section 3.59 of the Act)
“NEW
POTENTIAL ROUTE” MEANS:
A POTENTIAL ROUTE WHICH
IS NOT IN EXISTENCE OR FOR
WHICH CONSTRUCTION HAS NOT COMMENCED AT ITS
LOCATION AS OF JANUARY
1,
1988,
OR
A POTENTIAL ROUTE WHICH EXPANDS LATERALLY BEYOND
THE CURRENTLY PERMITTED BOUNDARY OR,
IF THE
POTENTIAL ROUTE IS NOT PERMITTED,
THE BOUNDARY
IN
EXISTENCE AS OF JANUARY
1,
1988.
(Section 3.58 of the Act)
“NEW
POTENTIAL SECONDARY SOURCE”
MEANS:
A POTENTIAL SECONDARY SOURCE WHICH IS NOT IN
EXISTENCE OR FOR WHICH CONSTRUCTION HAS NOT
COMMENCED AT ITS LOCATION AS OF JULY
1,
1988; OR
A POTENTIAL SECONDARY SOURCE WHICH ‘EXPANDS
LATERALLY BEYOND THE CURRENTLY PERMITTED BOUNDARY
OR,
IF THE SECONDARY SOURCE IS NOT PERMITTED,
THE
BOUNDARY IN EXISTENCE AS OF JULY
1,
1988,
OTHER
THAN
AN
EXPANSION FOR HANDLING OF LIVESTOCK
WASTE
OR FOR TREATING DOMESTIC WASTEWATERS; OR
A POTENTIAL SECONDARY SOURCE WHICH IS PART OF A
FACILITY THAT UNDERGOES MAJOR RECONSTRUCTION.
SUCH RECONSTRUCTION SHALL BE DEEMED TO HAVE TAKEN
PLACE WHERE THE FIXED CAPITAL COST OF THE NEW
COMPONENTS CONSTRUCTED WITHIN A 2-YEAR PERIOD
EXCEED 50
OF THE FIXED CAPITAL COST OF A
COMPARABLE ENTIRELY NEW FACILITY.
(Section 3.60 of the Act)
128—183

—98—
“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;
OP
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
SANE 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.
(Section 3.59 of the Act)
“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.
(Section 3.58
of
the Act)
“POTENTIAL SECONDARY SOURCE” MEANS ANY UNIT AT A
FACILITY OP 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 OP AT OTHER SITES OWNED,
CONTROLLED OR
OPERATED BY THE SANE PERSON, OTHER THAN LIVESTOCK
AND LANDSCAPE WASTE, AND CONSTRUCTION AND
DEMOLITION DEBRIS;
OR
STORES OR ACCUMULATES AT ANY TIME MOPE’ 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 MOPE THAN 500 GALLONS
BELOW GROUND,
OF PETROLEUM,
INCLUDING CRUDE OIL OR
ANY
FRACTION THEREOF WHICH
IS NOT OTHERWISE
128—184

—99—
SPECIFICALLY LISTED OR DESIGNATED AS A HAZARDOUS
SUBSTANCE;
OR
STORES OP ACCUMULATES PESTICIDES,
FERTILLZERS,
OR
ROAD OILS FOR PURPOSES OF COMMERCIAL 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. 116.301 et seq.
(Section 3.60 of the Act)
Section 616.104
Exceptions to Prohibitions
a)
THE OWNER OF
A NEW POTENTIAL
PRIMARY SOURCE OR A POTENT-IAL
SECONDARY
SOURCE MAY SECURE A WAIVER
FROM THE prohibitions
specified
in Sections
616.402(a),
616.422(a),
616.442,
616.462(a),
616.602,
616.622,
616.702
or 616.722(a)
against
construction
or operation
within the setback
zone
FOR A
POTABLE WATER SUPPLY WELL OTHER THAN A COMMUNITY WATER
SUPPLY.
A WRITTEN REQUEST FOR A WAIVER SHALL BE MADE TO THE
OWNER OF THE WATER WELL AND THE AGENCY.
SUCH REQUEST
SHALL
IDENTIFY
THE NEW OR
PROPOSED POTENTIAL SOURCE,
SHALL
GENERALLY DESCRIBE THE POSSIBLE
EFFECT
OF
SUCH POTENTIAL
SOURCE UPON THE WATER WELL AND ANY APPLICABLE TECHNOLOGY-
BASED CONTROL WHICH WILL BE UTILIZED TO MINIMIZE THE
POTENTIAL FOR CONTAMINATION,
AND SHALL STATE WHETHER,
AND
UNDER WHAT CONDITIONS,
THE REQUESTOR WILL PROVIDE
AN
ALTERNATIVE
POTABLE WATER SUPPLY.
WAIVER MAY BE GRANTED
BY
THE OWNER
OF THE WATER WELL NO LESS THAN
90 DAYS AFTER
RECEIPT UNLESS PRIOR TO SUCH TIME THE AGENCY NOTIFIES THE
WELL OWNER THAT
IT DOES NOT CONCUR WITH THE REQUEST.
(Section
14.2(b)
of the Act)
b)
THE AGENCY SHALL NOT CONCUR WITH ANY SUCH REQUEST WHICH
FAILS TO ACCURATELY
DESCRIBE REASONABLY
FORESEEABLE
EFFECTS
OF THE POTENTIAL SOURCE OR POTENTIAL ROUTE UPON THE WATER
WELL OR ANY APPLICABLE TECHNOLOGY-BASED
CONTROLS.
SUCH
NOTIFICATION
BY THE AGENCY
SHALL BE IN WRITING,
AND SHALL
INCLUDE
A STATEMENT
OF REASONS
FOR THE NONCONCURRENCE.
WAIVER OF THE MINIMUM
SETBACK
ZONE SHALL EXTINGUISH
THE
WATER WELL OWNER’S RIGHTS UNDER SECTION
6b
OF’ THE ILLINOIS
WATER WELL CONSTRUCTION
CODE BUT SHALL NOT PRECLUDE
POLLUTION.
IF THE OWNER
OF THE WATER WELL HAS NOT GRANTED A
WAIVER WITHIN
120 DAYS AFTER RECEIPT
OF THE REQUEST
OR THE
AGENCY HAS NOTIFIED
THE OWNER THAT IT DOES NOT CONCUR WITH
THE REQUEST,
THE OWNER OF A POTENTIAL
SOURCE OR POTENTIAL
128—185

—100—
ROUTE
MAY
FILE A PETITION FOR AN EXCEPTION WITH THE BOARD
AND THE AGENCY PURSUANT TO subsection
(b) OF THIS SECTION.
(Section 14.2(b)
of the Act)
c)
NO WAIVER UNDER THIS SECTION IS REQUIRED WHERE THE POTABLE
WATER SUPPLY WELL IS PART OF A PRIVATE WATER SYSTEM AS
DEFINED
IN THE
ILLINOIS GROUNDWATER PROTECTION ACT, AND THE
OWNER OF SUCH WELL WILL ALSO BE THE OWNER OF A NEW POTENTIAL
SECONDARY SOURCE’
OR A POTENTIAL ROUTE.
IN SUCH INSTANCES,
A
PROHIBITION OF 75 FEET SHALL APPLY AND THE OWNER SHALL
NOTIFY
THE AGENCY OF THE INTENDED ACTION SO THAT THE AGENCY
MAY PROVIDE INFORMATION
REGARDING THE POTENTIAL HAZARDS
ASSOCIATED WITH’ LOCATION OF A POTENTIAL SECONDARY SOURCE OR
POTENTIAL ROUTE IN CLOSE PROXIMITY TO A POTABLE WATER SUPPLY
WELL.
(Section 14.2(b)
of the Act)
d)
THE BOARD
MAY
GRANT AN EXCEPTION FROM THE SETBACK
REQUIREMENTS
OF THIS
SECTION AND SECTION
14.3 TO THE OWNER
OF A NEW
POTENTIAL PRIMARY SOURCE OTHER THAN LANDFILLING OR
LAND TREATING,
OR
A NEW POTENTIAL, SECONDARY SOURCE.
THE
OWNER SEEKING AN
EXCEPTION WITH RESPECT TO A COMMUNITY
—WATER
SUPPLY WELL SHALL FILE A PETITION WITH THE BOARD AND THE
AGENCY.
THE OWNER SEEKING AN EXCEPTION WITH RESPECT TO A
POTABLE WATER SUPPLY WELL SHALL FILE A PETITION WITH THE
BOARD AND THE AGENCY,
AND
SET FORTH THEREIN THE
CIRCUMSTANCES UNDER WHICH A WAIVER HAS BEEN SOUGHT BUT NOT
OBTAINED PURSUANT TO subsection
(a). OF THIS SECTION.
A
PETITION SHALL BE ACCOMPANIED BY PROOF THAT THE OWNER OF
EACH POTABLE WATER SUPPLY WELL FOR WHICH SETBACK
REQUIREMENTS WOULD BE AFFECTED BY THE REQUESTED EXCEPTION
HAS BEEN NOTIFIED AND BEEN PROVIDED WITH A COPY OF THE
PETITION.
A PETITION
SHALL S~T FORTH SUCH FACTS AS MAY BE
REQUIRED
TO SUPPORT AN EXCEPTION,
INCLUDING A GENERAL
DESCRIPTION OF THE POTENTIAL IMPACTS
OF SUCH POTENTIAL
SOURCE OR POTENTIAL ROUTE UPON GROUNDWATERS AND THE AFFECTED
WATER WELL, AND AN EXPLANATION OF THE APPLICABLE TECHNOLOGY-
BASED CONTROLS WHICH WILL BE UTILIZED TO MINIMIZE THE
POTENTIAL FOR CONTAMINATION OF THE POTABLE WATER SUPPLY
WELL.
(Section 14.2(c)
of the Act)
e)
THE BOARD SHALL GRANT AN EXCEPTION,
WHENEVER IT IS FOUND
UPON PRESENTATION OF ADEQUATE PROOF,
THAT COMPLIANCE WITH
THE SETBACK REQUIREMENTS OF THIS SECTION WOULD POSE AN
ARBITRARY
AND UNREASONABLE HARDSHIP UPON THE PETITIONER,
THAT THE
PETITIONER WILL UTILIZE THE BEST AVAILABLE
TECHNOLOGY CONTROLS ECONOMICALLY ACHIEVABLE TO MINIMI~ETHE
LIKELIHOOD.OF CONTAMINATION OF THE POTABLE WATER SUPPLY
WELL,
THAT THE
MAXIMUM
FEASIBLE ALTERNATIVE SETBACK WILL BE
UTILIZED, AND THAT THE LOCATION OF SUCH POTENTIAL SOURCE OR
POTENTIAL ROUTE WILL NOT CONSTITUTE A SIGNIFICANT
HAZARD TO
THE POTABLE WATER SUPPLY
WELL.
(Section
14.2(c)
of the Act)
128—186

—101—
f)
A DECISION
MADE
BY THE BOARD PURSUANT TO THIS SUBSECTION
SHALL CONSTITUTE A FINAL DETERMINATION.
(Section 14.2(c)
of
the Act)
g)
THE GRANTING OF AN EXCEPTION BY THE BOARD SHALL NOT
EXTINGUISH THE WATER WELL OWNER’S RIGHTS UNDER SECTION
6b OF
THE ILLINOIS WATER WELL CONSTRUCTION CODE IN INSTANCES WHERE
THE OWNER HAS ELECTED NOT TO PROVIDE A WAIVER PURSUANT TO
subsection
(a) OF THIS SECTION.
(Section 14.2(a)
of the
Act)
Section 616.105
General Exceptions
a)
This Part does not apply to any facility or unit,
or to the
owner or operator of any facility or unit,
for which:
1)
The owner or operator obtains certification of minimal
hazard pursuant to Section 14.5
of the Act; or
2)
Alternate requirements are imposed in an adjusted
standard proceeding or in
a site—specific rulemaki~flg,
pursuant to Title VII of the Act; or
3)
Alternate requirements are imposed in a regulated
recharge area proceeding pursuant to Section
17.4
of
the Act.
b)
Nothing
in this Section shall limit the authority of the
Board to impose requirements on any facility or unit within
any portion of any setback zone or regulated recharge area
in any adjusted standard proceeding,
site—specific
rulemaking or a regulatory proceeding establishing the
regulated recharge area.
SUBPART B:
GROUNDWATER MONITORING REQUIREMENTS
Section 616.201
Applicability
This Subpart applies to:
a)
Land treatment units subject to Subpart
E;
b)
Surface impoundments subject to Subpart
F;
c)
Pesticide storage and handling units subject to Subpart
I;
d)
Fertilizer storage and handling units subject to
Subpart
3;
e)
Road oil storage and ‘handling units subject to Subpart
K; and
128—187

—102—
f)
Dc-icing agent storage and handling units subject to
Subpart
L.
Section 616.202
Compliance Period
The compliance period is the active life of the unit,
including
closure and post-closure care’ periods.
a)
The active life begins when the unit first begins
operation or one year after the date of first
applicability, whichever occurs later, and ends when
the post-closure care period ends.
b)
The post-closure care period for units other than
pesticide
storage
and
handling
units
subject
to
Subpart
I and fertilizer storage and handling units subject to
Subpart 3
is five years after closure, except as
provided at Section 616.211(e)
c)
The post-closure care period for pesticide storage and
handling units subject to Subpart
I and for fertilizer
storage and handling units subject to Subpart
3’-
is
three years after closure, except as provided at
Section 616.211(e)
d)
Subsections
(a),
(b),
and
(c) notwithstanding,
no post-
clo’sure care period
is required if all waste, waste
residues, contaminated containment system components
and contaminated subsoils are removed.or decontaminated
at closure, and no ongoing corrective action
is
required pursuant to Section 616.211.
Section 616.203
Compliance With Groundwater Standards
The owner
or operator shall comply with the groundwater
standards.
a)
The term of compliance
is the compliance period.
b)
Compliance
shall be measured at the compliance point,
or compliance points
if more than one such point
exists.
Section 616.204
Groundwater Monitoring System
a)
The groundwater monitoring system must consist of a
sufficient number of wells,
installed
at appropriate
locations and depths to yield groundwater samples that:
1)
Represent the quality of background water that has
not been affected by contamination from the
facility or unit; and
128—188

—103—
2)
Represent the quality of groundwater at the
compliance point or points.
b)
If a facility contains more than one unit,
separate
groundwater monitoring systems are not required for
each unit, provided that provisions for sampling the
groundwater will enable detection and measurement of
contaminants that have entered the groundwater from all
units.
c)
Monitoring wells must meet the following requirements:
1)
Construction must be done
in a manner that will
enable the collection of groundwater samples;
2)
Casings and screens must be made from durable
material that
is resistant to expected chemical or
physical degradation and that does not interfere
with the quality of groundwater samples being
collected; and
3)
The annular space opposite the screened section of
the well
(i.e., the space between the bore hole
and well screen)
must be filled with gravel or
sand if necessary to collect groundwater samples.
The annular space above and below the well screen
must be sealed to prevent migration of water from
overlying adjacent formations and the surface to
the sampled depth.
Section 616.205
Groundwater Monitoring Program
The owner or operator shall develop
a groundwater monitoring
program that consists of:
a)
Consistent sampling and analysis procedures that are
designed to ensure monitoring results that provide
a
reliable indication of groundwater quality below the
unit.
At
a minimum the program must include procedures
and techniques
for:
1)
Sample collection;
2)
Sample preservation and shipment;
3)
Analytical procedures;
and
4)
Chain of custody control.
b)
Sampling and analytical methods that are appropriate
for groundwater monitoring and that allow for detection
and quantification
of contaminants specified
in this
128—189

—104—
Subpart, and that are consistent with the sampling and
analytical methods specified in 35 Ill. Adm.
Code
620.
c)
A determination of the groundwater head elevation each
time groundwater
is sampled.
d)
A determination at least annually of the groundwater
flow rate and direction.
e)
If the owner or operator determines that the
groundwater monitoring program no longer satisfies the
requirements of this Section, the owner or operator
shall,
within 90 days, make appropriate changes to the
program.
Conditions under which a groundwater
monitoring program no longer satisfies the requirements
of this Section include, but are not limited to:
1)
A Maximum Allowable Result
(MAR)
is exceeded in
any monitoring well that is being used as
a
background monitoring well or that the owner or
operator has previously determined to be
hydrauli’cally upgradient from the facility; or
2)
A redetermination of groundwater flow rate and
direction conducted pursuant to subsection
(d)
shows that the existing monitoring system is not
capable of assessing groundwater quality at the
compliance points or points.
Section 616.206
Reporting
The owner or operator shall submit results of all monitoring
required pursuant to this Subpart to the Agency within 60 days
after completion
of sampling.
Section 616.207
Determining Background Values and Maximum
Allowable
Results
(“MARs”)
a)
The owner or operator shall, beginning no later than
the beginning of operation of the unit and continuing
for a period of at least one year,
sample each
monitoring well at least every two months and analyze
each such sample according to the following pro9ram:
1)
For
a unit subject to Subpart E (land treatment
units),
Subpart
F
(surface impoundments),
Subpart
K
(road oil storage and handling units),
or
Subpart L (de-icing agent storage and handling
units),
analysis shall be for pH,
specific
conductance,
total
organic
carbon,
total
organic
halogen,
and any other parameter that meets the
following criteria:
128—190

—105—
A)
Material containing such parameter
is stored,
treated or disposed of at the unit;
and
B)
There is a groundwater standard for such
parameter.
2)
For a unit subject to Subpart I for the storage
and handling of pesticides, analysis shall be for
each pesticide stored or handled at the unit.
3)
For a unit subject to Subpart
3
for the storage
and handling of fertilizer analysis shall be for
pH,
specific conductance, total organic carbon,
nitrates as nitrogen,
ammonia nitrogen and for any
other parameter that meets the following criteria:
A)
Material containing such parameter
is stored
or handled at the unit;
and
B)
There is a groundwater standard for such
parameter.
b)
The results obtained under subsection
(a)
shall be used
to calculate the background mean,
background standard
deviation and the Maximum Allowable Result
(hereinafter
referred to as “MAR”)
for each parameter using the
following procedures:
1)
Results from all samples collected during the year
must be used in the calculations unless the owner
or operator demonstrates to the Agency. that one or
more of the results ,was due to error
in sampling,
analysis or evaluation.
2)
All calculations must be based on
a minimum of at
least six sample measurements per parameter per
well.
3)
If any measured value is equal to or greater than
its PQL,
or
if any measured value is greater than
its corresponding groundwater standard,
the actual
measured value must be used calculating the mean
and standard deviation.
4)
If any measured value is less than its PQL and
less than its corresponding groundwater standard,
the PQL rather than the measured value
is to be
used in calculating the mean and ‘standard
deviation.
5)
Except for pH, the
NAP
is the quantity equal
to
the measured mean value of the contaminant plus
128—191

—106—
the product of the contaminant’s standard
deviation times the following constant:
Sample Size
Constant
6
2.10
7
2.03
8
1.97
9
1.93
10
1.90
11
1.88
12
1.85
13
1.84
14
1.82
6)
For pH, the upper limit for the
MAR
is the
quantity equal to the measured background mean pH
plus the product of the calculated background
standard deviation of the samples times the
constant tabulated in subsection
(a) (5).
7)
For pH, the lower limit of the
MAR
is the quantity
equal to the measured background mean pH minus the
product of the calculated background standard
deviation of the samples times the constant
tabulated in subsection
(a) (5).
Section 616.208
Continued Sampling
Upon completion
of the background sampling required pursuant to
Section 616.207, the owner or operator shall sample each
monitoring well for the duration of the compliance period and
analyze each sample,
except as provided in Section 616.209,
according to the following program:
a)
For a unit subject to Subpart E
(land treatment units)
or Subpart F (surface impoundments),
sampling shall
be
at least quarterly and analysis shall be for pH, sp-
ecific conductance,
total organic carbon,
total organic
halogen,
and any other parameter that meets the
following criteria:
1)
Material containing such parameter
is stored,
treated
or disposed of at the unit;
and
2)
The Board has adopted a groundwater standard for
such parameter.
b)
For a unit subject to Subpart
I for the storage and
handling of pesticides,
sampling shall be at least
quarterly,
except as provided in subsection
(d), and
analysis shall be for five specific pesticides or five
groups of chemically-similar pesticides stored or
handled at the unit that are the most likely to enter
128—192

—107—
into the groundwater from the unit and that are the
most toxic.
The owner or operator shall choose the
five specific pesticides or five groups based upon the
following criteria:
1)
The volume of the pesticides stored or handled at
the unit;
2)
The leachability characteristics of the pesticides
stored or handled at the unit;
3)
The toxicity characteristics of the pesticides
stored or handled at the unit;
4)
The history of spillage of the pesticides
stored
or handled at the unit;
and
5)
Any groundwater standards for the pesticides
stored or handled at the unit.
c)
For a unit subject to Subpart 3 for the storage
and
handling of fertilizer,
sampling shall be at least
quarterly,
except as provided in subsection d),
and
analysis shall be for pH, total organic carbon,
nitrates as nitrogen,
ammonia nitrogen,
and specific
conductance.
d)
Subsections
(b) and
(c) notwithstanding,
for a unit
subject to Subpart
I for the storage and handling of
pesticides or for a unit subject to Subpart
3
for the
storage and handling of fertilizers,
sampling shall be
at least semi-annually provided that all of the
following conditions are met:
1)
The unit is
in compliance with the containment
requirements of 8111.
Adm.
Code 255;
2)
There have been no detections within the preceding
two years
in any of the monitoring wells of any
contaminant stored or handled at the facility or
of any contaminant attributable to operation of
the unit; and
e)
For a unit subject to Subpart K for the storage and
handling of road oils or subject to Subpart L for the
storage and handling of dc-icing agents, sampling shall
be annually and analysis shall be for pH,
specific
conductance, total organic carbon and total organic
halogen.
Section 616.209
Preventive Notification and Preventive
Response
128—193

—108—
a)
Preventive notification
is required for each well in
which:
1)
A MAR is found to be exceeded
(except for pH),
or
2)
There
is a detection of any contaminant:
A)
Required to be monitored under Section
616.207(a);
B)
Listed under 35
Ill. Adm.
Code
620.310(a)
(3)
(A)
(except
due
to
natural
causes and except for pH);
C)
Denoted
as
carcinogen
under
35
Ill.
Adm.
Code
620.410(b);
or
D)
Subject to a standard under
35
Ill. Adm. Code
620.430
(except due to natural causes).
b)
Whenever preventive notification
is required under
subsection
(a),
the owner or operator of the unit shall
confirm the detection by resampling the monitoring well
or wells.
This resampling shall be analyzed for each
parameter found
to be present
in the first sample and
be performed within
30 days after the date on which the
fir’st sample analyses are received,
but no later than
90 days after the results of the first sample are
received.
c)
If preventive notification
is provided under subsection
(b)
by the owner or operator and the applicable
standard has not been exceeded, the Agency shall
determine whether the levels for each parameter as set
forth in
35
Ill. Adm.
Code 620.310(a) (3) (A) are
exceeded.
If an exceedence
is determined, the Agency
shall notify the owner or operator in writing regarding
such finding.
d)
Upon
receipt
of
a
finding
that
an
exceedence
has
occurred,
the owner or operator shall submit to the
Agency within 60 days a report that,
at a minimum,
shall include the degree and extent of contamination
and the measures that are being taken to minimize or
eliminate this contamination,
in accordance with. a
prescribed schedule.
The owner or operator may also
provide a demonstration that:
1)
The contamination
is the result of contaminants
remaining
in groundwater from a prior release for
which appropriate action was taken in accordance
with the laws and regulations
in existence at the
time of the release;
128—194

—109—
2)
The source of contamination
is not due to the on-
site release of contaminants;
or
3)
The detection resulted from error in sampling
analysis or evaluation.
e)
Based upon the report in subsection
(d)
as well as any
other relevant information available to the Agency, the
Agency shall provide a written response to the owner or
operator that specifies either:
1)
Concurrence with the preventive response being
undertaken; or
2)
Non—concurrence with the preventive response being
undertaken and a description of the inadequacies
of such action.
f)
An owner
or operator who receives a written response of
concurrence pursuant to subsection
(e)
shall provi’de
periodic program reports to
th,e Agency regarding the
implementation of the preventive response.
g)
An owner or operator who receives a written response of
non—concurrence pursuant to subsection
(e)
shall have
30 days to correct the inadequacies and to resubmit the
report to the Agency or to request a conference with
the Agency.
Upon receipt of a written request for such
a conference,
the Agency shall schedule and hold the
conference
within
30
days.
Following a conference,
the
Agency shall provide the,owner or operator with
a final
determination regarding the adequacy of the preventive
response.
h)
An owner or operator shall
be responsible for
implementing adequate preventive response as determined
pursuant to this Section.
i)
After completion of preventive response, the
concentration of a contamination listed in 35
Ill.
Adm.
Code 620.310(a) (3) (A)
in groundwater may exceed 50
percent of the applicable numerical standard
in 35 Ill.
Adm.
Code 620.Subpart D only
if the following
conditions are met:
1)
The exceedence has been minimized
t,o the extent
practicable;
2)
Beneficial use,
as appropriate for the class of
groundwater, has been assured; and
128—195

—110—
3)
Any threat to public health or the environment has
been minimized.
j’)
Nothing in this Section shall
in any way limit the
authority of the State or the United States to require
or perform any corrective action process.
Section 616.210
Corrective Action Program
Whenever any applicable groundwater standard under
35
Ill. Adm.
Code 62O.Subpart D is exceeded,
an owner or operator shall be
required to undertake the following corrective action:
a)
Notify the Agency of the need to undertake a corrective
action program when submitting the groundwater
monitoring results required pursuant to Section
616.206.
The notification must indicate
in which wells
and for which parameters
a groundwater standard was
exceeded.
b)
Continue to sample and analyze according to the
provisions
of. Section 616.208(a),
except that:
1)
For all units subject to Subpart I for the storage
and handling of pesticides,
the frequency of all
such sampling shall be quarterly until
rio measured
values above the groundwater standard have been
recorded for any parameter for two consecutive
quarters.
2)
For a unit subject to Subpart
3
for the storage
and handling of fertilizers,
sampling shall be
quarterly for the parameters set forth
in Section
616.207 (a) (3) stored or handled at the unit until
no measured values above the groundwater standard
have been recorded for two consecutive quarters.
c)
If sample values above any groundwater standard are
confirmed pursuant to Section 616.209(b),
the owner or
operator
shall:
1)
Submit to the Agency an engineering feasibility
plan for a corrective action program designed to
achieve
the
requirements
of
subsection,
(e)
through
(j)
A)
Such feasibility plan shall be submitted to
the Agency within 180 days after the date of
the sample in which a groundwater standard
was initially exceeded.
B)
This requirement
is waived
if no groundwater
standard
is exceeded in any sample taken
128—196

—111—
pursuant to subsection
(b)
f’or two
consecutive quarters.
d)
Except as provided
in subsection
(c)
(1) (B), the Agency
shall provide
a written response to the owner or
operator based upon the engineering feasibility plan.
and any other relevant information that specifics
either:
1)
Concurrence with the feasibility plan for
corrective action; or
2)
Non-concurrence with the feasibility plan for
corrective action and a description of the
inadequacies of such plan.
e)
An owner or operator who receives
a written response of
concurrence pursuant to subsection
(d)
shall provide
periodic progress reports to the Agency regarding the
implementing of the preventive response.
f)
An owner or operator who receives
a written response of
non—concurrence pursuant to subsection
(d)
shall have
30 days to correct the inadequacies and to resubmit the
report to the Agency or to request a conference with
the Agency.
Upon receipt of a written request for such
a conference,
the Agency shall schedule and hold the
conference within 30 days.
Following a conference,
the
Agency shall provide the owner or operator with
a final
determination regarding the adequacy of the corrective
action.
g)
An owner
or operator shall be responsible for
implementing adequate preventive response as determined
pursuant to this Section.
h)
Except as provided in subsection
(c) (1) (B),
the owner
or operator shall:
1)
Begin the corrective action program specified in
the engineering feasibility plan no later than the
date
of receipt of concurrence from the Agency.
2)
Establish and implement
a groundwater monitoring
program to demonstrate the effectiveness of the
corrective action program.
3)
Take corrective action that results in compliance
with the groundwater standards:
A)
At all compliance points; and
128—197

—112—
B)
Beyond the unit boundary, where necessary to
protect human health and the environment,
unless
the
owner
or
operator
demonstrates
to
the Agency that,
despite the owner’s or
operator’s best efforts, the owner or
operator was unable to obtain the necessary
permission to undertake such action.
The
owner
or
operator
is
not
relieved
of
responsibility to clean up a release that has
migrated
beyond
the
unit
boundary
where
of
f-
site
access
is
denied.
4)
Continue
corrective
action
measures
to
the
extent
necessary
to
ensure
that
no
groundwater
standard
is exceeded at the compliance point or points.
5)
The owner or operator may terminate corrective
action measures taken beyond the compliance period
as identified at Section 616.202
if the owner or
operator
can
demonstrate,
based
on data from the
post-closure groundwater monitoring program under
subsection
(h) (2),
that
no groundwater standard
has been exceeded for a period of three
consecutive years.
6)
Report
in writing to the Agency on the
effectiveness of the corrective action program.
The owner or operator shall submit these reports
semi—annually.
7)
If the owner or operator determines that the
corrective action program no longer satisfies the
requirements of this Section, the owner or
operator shall, within
90 days,
make any
appropriate changes’ to the program.
i)
Subsections
(b),
(c) and
(f)
do not apply
if the owner
or operator makes an alternative corrective action
demonstration pursuant to Section 616.211.
Section 616.211
Alternative Corrective Action Demonstration
If
a
corrective
action
program
is
required
pursuant
to
Section
616.210,
it is presumed that contamination from the facility or
unit that is being monitored is responsible for the groundwater
standard being exceeded.
An owner or operator may overcome that
presumption by making a demonstration that a source other than
the facility or unit that is being monitored caused the
groundwater standard to be exceeded,
or that the cause of the
groundwater standard being exceeded is due to error
in sampling,
analysis or evaluation.
128—198

—113—
a)
In making such demonstration the owner or operator
shall
1)
Notify the Agency that the owner or operator
intends to make
a demonstration under this Section
when submitting the groundwater monitoring results
required pursuant to Section 616.206; and
2)
Submit a report to the Agency that demonstrates
that
a
source other than a facility or unit for
which
he
is
the
owner
or
operator
caused
the
groundwater
standard
to
be
exceeded,
or
that
the
groundwater
standard
was
exceeded
due
to
an
error
in sampling, analysis or
evaluation.
Such
report
must be included with the next submission of
groundwater monitoring results required pursuant
to
Section
616.206;
and
b)
The Agency shall provide a written response to
~e
owner or operator, based upon the written demonstration
and
any
other
relevant
information,
that
specifies
either:
1)
Concurrence with the written demonstration
for alternative corrective actipn with
requirements to continue to monitor
in
accordance with the groundwater monitoring
program
established pursuant to Sections
616.205
and
616.210;
or
2)
Non—concurrence with the written
demonstration for alternative corrective
action and a description of the inadequacies
of
such
demonstration.
c)
An
owner
or
operator
who
receives
a
written response of
non—concurrence
pursuant
to
subsection
(c)
shall
have
30
days
to
so
respond
to
the
Agency
in
writing
or
to
request
a conference with the Agency.
Upon receipt of
a
written
request
for
such
a
conference,
the
Agency
shall schedule and hold the conference within
30
days.
Following a conference, the Agency shall provide the
owner
or
operator
with
a
final
determination regarding
the adequacy of the alternative corrective action’.
d)
The
owner
or
operator
shall
begin
the
corrective
action
program
in
accordance
with
the
requirements
of
Section
616.210(f)
SUBPART
C:
GENERAL CLOSURE AND POST-CLOSURE REQUIREMENTS
Section 616.301
Applicability
128—199

—114—
This
Subpart
applies
to:
a)
Land
treatment
units
subject
to
Subpart
E;
b)
Surface impoundments subject to Subpart F;
c)
Pesticide storage and handling units subject to Subpart
I;
and
d)
Fertilizer storage and handling units subject to
Subpart
3.
Section
616.302
Closure Performance Standard
The
owner
or
operator
shall
close
the
unit
in
a
manner
that:
a)
Controls,
minimizes
or
eliminates,
to
the
extent
necessary
to
protect
human
health and the environment,
post-closure
escape
of
waste,
waste
constituents,
leachate,
contaminated
runoff
or
waste
decomposition
products
to
soils,
groundwaters,
surface
waters,
or
the
atmosphere;
b)
Minimizes the need for maintenance during and beyond
the post—closure care period; and
c)
Complies
with
the
closure
requirements
of
35
Ill.
Adm.
Code:
Subtitles
C
and
G.
Section
616.303
Certification
of
Closure
Within
60
days
after
completion
of
closure
of
each
unit,
the
owner
or
operator
shall
submit
to
the Agency,
by registered or
certified
mail,
a
certification
that
the
unit
has
been
closed
in
accordance
with
the
closure
requirements.
The certification must
be
signed
by the owner
or operator and by an independent
registered professional engineer.
Documentation supporting the
independent registered professional engineer’s certification must
be
furnished
to the Agency upon request.
Section
616.304
Survey
Plat
a)
No
later
than
the submission of the certification of closure
of
each
unit,
the
owner
or
operator
shall
submit
to
any
local
zoning
authority,
or
authority
with
jurisdiction
over
local
land
use,
and
to
the
Agency,
and
record
with
land
titles,
a
survey
plat
indicating
the
location
and
dimensions
of
any
waste
disposal
units,
and
any
pesticide
or
fertilizer
storage
and
handling
units,
with respect to permanently
surveyed
benchmarks.
This
plat
must
be
prepared
and
certified
by
a
registered
land
surveyor.
128—200

—115—
b)
For
pesticide
storage
and
handling
units
or
for
fertilizer
storage
and
handling
units
records
or
reports
required
under
any other
state
or
Federal regulatory program
and
which
contain the information required above may be used to
satisfy this reporting requirement.
Section 616.305
Post-Closure Notice for Waste Disposal Units
No’later than 60 days after certification of closure of the unit,
the
owner
or
operator
of
a
unit subject to Subparts
D,
E,
or F
shall
submit
to
the
Agency,
to
the
County
Recorder
and
to
any
local
zoning
authority
or
authority
with
jurisdiction
over
local
land
u~e,
a
record
of
the
type,
location
and quantity of wastes
disposed
of
within
each
cell
or
other
area
of
the
unit.
Section
616.306
Certification
of
Completion
of
Post-closure
Care
No later than
60 days after completion of the established post-
closure
care
period,
the
owner
or operator shall submit to the
Agency,
by
registered
or
certified
mail,
a certification that the
post-closure
care
period
for
the
unit
was
performed
in
accordance
with
the
specifications
in
the
approved
post-closure plan.
The
certification
must
be
signed
by
the
owner
or
operator
and
an
independent registered professional engineer.
Documentation
supporting the independent registered professional engineer’s
certification must be furnished to the Agency upon request.
Section
616.307
Post—Closure
Care
Period
The post-closure care period
is as defined at Section 616.202.
SUBPART
D: ON-SITE LANDFILLS
Section 616.401
Applicability
This Subpart applies to new landfill units which are located
wholly or partially
within
a
setback
zone
or
regulated
recharge
area and that contain special waste or other waste generated on-
site,
except that this Subpart does not apply to any new landfill
unit that:
a)
Contains solely one or more of the following:
hazardous
waste, livestock waste,
landscape waste,
or
construction
and
demolition
debris;
or
b)
Is
exempt
from
this
Part
pursuant
to
Section
616.105.
Section 616.402
Prohibitions
a)
Pursuant
to
Sections
14.2(a),
14.2(c)
and
14.3(e)
of
the
Act,
no
person
shall
cause
or
allow
the
construction or operation of any landfill unit that is:
128—201

—116—
1)
Located
wholly
or
partially
within
a
minimum
setback
zone
and
that
is
either
a
new potential
primary
source
or
a
new
potential
secondary
source,
except
as
specified
in
Sections
616.104(a)
and
(b);
or
2)
Located
wholly
or
partially
within
a
maximum
setback
zone
and
that
is
a
new
potential
primary
source,
except
as
specified
in
Section
616.104(b).
b)
No
person
shall cause or allow the disposal of special
waste
in
a
new
on—site
landfill
unit
within
a
regulated
recharge
area
if
the
distance
from
the
wellhead
of
the
community
water supply well to the landfill unit is
2500
feet
or
less,
except
as
provided
at
Section
616.105.
SUBPART
E: ON-SITE LAND TREATMENT UNITS
Section 616.421
Applicability
This Subpart applies to new land treatment units that are located
wholly
or
partially
within
a
setback
zone
or
regulated
recharge
area
and
that
treat
or
dispose
of
special
waste
or
other
waste
generated
on-site,
except
that
this
Subpart does not apply to any
new
land
treatment
unit
that:
a)
Contains
solely
one
or
more
of
the
following:
hazardous
waste,
livestock
waste,
landscape
waste,
or
construction and demolition debris; or
b)
Is exempt from this Part pursuant to Section 616.105.
Section 616.422
Prohibitions
a)
Pursuant to Sections
14.2(a),
14.2(c)
and
14.3(e)
of
the
Act,
no
person
shall
cause
or
allow
the
construction
or
operation
of
any
land
treatment
unit
that
is:
1)
Located wholly or partially within a minimum
setback
zone
and
that
is
either
a
new
potential
primary source or a new potential secondary
source,
except as specified
in Sections 616.104(a)
and
(b);
or
2)
Located
wholly
or
partially
within
a
maximum
setback
zone
and
that
is
a
new
potential
primary
source,
except
as
specified
in
Section
616.104(b).
b)
Nothing
in
this
Sebtion
shall
prohibit
land
treatment
within
a
maximum
setback
zone
regulated
by
the
Act
of
128—20 2

—117—
sludge resulting from the treatment of domestic
wastewater
or
of
sludge
resulting
from
the
treatment
of
water to produce potable water,
if
such
activities
are
conducted in accordance with the Act and
35 Ill. Adm.
Code:
Subtitle C.
Section 616.423
Groundwater Monitoring
The
owner
or
operator
shall
comply
with
the
requirements
of
Subpart
B.
Sectiox~ 616.424
Design
and
Operating
Requirements
The
owner
or
operator
shall
design
and
operate
the
land
treatment
site
in
accordance
with
3S
Ill.
Adm. Code:
Subtitle C and 35
Ill.
Adm.
Code:
Subtitle
G.
Section 616.425
Closure
and
Post-Closure
The
owner
or
operator
shall
comply
with
the
requirements
of
Subpart
C.
SUBPART F:
ON-SITE SURFACE IMPOUNDMENTS
Section 616.441
Applicability
This Subpart applies to new surface impoundment units that are
located wholly or partially within
a setback zone or regulated
recharge area and that contain special waste or other waste
generated on-site,
except that this Subpart does not apply to any
new
surface
impoundment
unit
that:
a)
Contains
solely
one
or
more
of
the
following:
hazardous
waste,
livestock
waste,
landscape
waste,
or
construction
and
demolition
debris;
or
b)
Is exempt
from
this
Part
pursuant
to
Section 616.105.
Section 616.442
Prohibitions
Pursuant
to
Sections
14.2(a),
14.2(c)
and
14.3(e)
of
the
Act,
no
person
shall
cause
or
allow
the
construction
or
operation
of
any
surface impoundment unit that is:
a)
Located
wholly
or
partially
within
a
minimum
setback
zone
and
that
is
either
a
new
potential
primary
source
or
a
new
potential
secondary
source,
except
as
specified in Sections 616.104(a)
and
(b); or
b)
Located wholly or partially within a maximum setback
zone
and
that
is
a
new
potential
primary source,
except
as
specified
in
Section
616.104(b).
12 8—203

—118—
Section 616.443
Groundwater Monitoring
The owner or operator shall comply with the requirements of
‘Subpart B.
Section 616.444
Design Requirements
a)
The owner or operator of a surface impoundment shall
install
two
or more liners and a leachate collection
system between such liners.
The requirement for the
installation
of
two
or
more
liners
in
this
subsection
may
~be
satisfied
by
the
installation
of
a
top
liner
designed,
operated,
and
constructed
of
materials
to
prevent
the
migration
of
any
constituent
into
such
liner
during
the
period
such
facility
remains
in
operation
(including any post—closure monitoring
period),
and
a
lower
liner
.designed,
operated
and
constructed to prevent the migration of any constituent
through
such
liner
during
such period.
For the purpose
of
the
preceding
sentence,
a
lower
liner
shall
be
deemed
to
satisfy
such
requirement
if
it is constructed
of
at
least
a
5—foot
thick
layer
of
recompacted’-clay
or
other
natura3
material
with
a
permeability
of
no
more
than
1
x
10
centimeter
per
second.
b)
A surface impoundment must be designed, constructed,
maintained and operated to prevent overtopping
resulting
from
normal
or
abnormal
operations;
overfilling;
wind
and
wave
action;
rainfall;
run-on;
malfunctions
of
level controllers,
alarms and other
equipment;
and
human
error.
c)
A
surface
impoundment
must
have
dikes
that
are
designed, constructed and maintained with sufficient
structural
integrity
to
prevent
massive
failure
of
the
dikes.
In
ensuring
structural
integrity,
it
must
not
be
presumed
that
the
liner
system will function without
leakage
during
the
active
life
of
the
surface
impoundment.
d)
The owner or operator shall maintain the following
items:
1)
Records describing the contents of the
impoundment;
and
2)
A map showing the exact location and dimensions of
the impoundment,
including depth with respect to
permanently surveyed benchmarks.
Section 616.445
Inspection Requirements
128—204

—119—
a)
During
construction
and
installation,
liners
must
be
inspected
for
uniformity,
damage
and
imperfections
(e.g.,
holes,
cracks,
thin
spots
or
foreign
materials).
Immediately
after
construction
or
installation:
1)
Synthetic
liners
and
covers
must
be
inspected
to
ensure
tight
seams
and
joints
and
the
absence
of
tears,
punctures
and
blisters;
and
2)
Soil-based
and
admixed
liners
and
covers must be
inspected
for
imperfections
including
lenses,
cracks,
channels,
root
holes
or
other
structural
non—uniformities
that
may
cause
an
increase
in
the
permeability
of
that
liner
or
cover.
b)
While
a
surface
impoundment
is
in
operation,
it
must
be
inspected weekly and after storms to detect evidence of
any
of the following:
1)
Deterioration, malfunctions or improper operation
of overtopping control systems;
2)
Sudden
drops
in
the
level of the impoundment’s
contents;
3)
Severe
erosion
or
other
signs
of
deterioration
in
dikes
or
other
containment
devices;
or
4)
A leaking dike.
Section 616.446
Operating Requirements
a)
No person shall
cause or allow incompatible materials
to
be placed
in the same surface impoundment unit.
b)
A surface impoundment unit must
be removed from service
in accordance with subsection
(C)
when:
1)
The level of liquids in
the
unit
suddenly
drops
and the drop is not known
to
be
caused
by
changes
in
the
flows
into
or
out
of
the
unit;
or
2)
The dike leaks.
c)
When
a
surface
impoundment
unit
must
be
removed
from
service
as
required
by
subsection
(b),
the owner or
operator shall:
1)
Shut
off
the
flow
or
stop
the
addition
of
wastes
into
the
impoundment
unit;
2)
Contain
any
surface
leakage
that
has
occurred
or
is occurring;
128—205

—120—
3)
Stop
the
leak;
4)
Take
any
other
necessary
steps
to
stop
or
prevent
catastrophic
failure;
5)
If
a
leak
cannot
be
stopped
by
any
other
means,
empty
t’he
impoundment
unit;
and
6)
Notify
the
Agency
of
the
removal
from
service
and
corrective
actions
that
were
taken,
such
notice
to
be
given
within
10
days
after
the
removal
from
service.
d)
No
surface
impoundment
unit
that
has
been
removed
from
service
in
accordance
with
the
requirements
of
this
Section
may
be
restored
to
service
unless the portion
of
the
unit
that
failed
has
been
repaired.
e)
A
surface
impoundment
unit
that
has
been removed from
service
in
accordance
with
the
requirements
of
this
Section and that is not being repaired must be closed
in accordance with the provisions of Section 616.447.
Subpart 616.447
Closure and Post-Closure Care
a)
If closure is to be by removal, the owner or operator
shall remove all waste,
all waste residues,
contaminated containment system components
(liners,
etc.),
contaminated subsoils and structures and
equipment
contaminated
with
waste
and
leachate; and,
if
disposed of in the State of Illinois, dispose of them
at
a disposal site permitted by the Agency under the
Act.
b)
If
closure
is
not
to
be
by
removal,
the
owner
or
operator
shall
comply
with
the
requirements
of
Subpart
C and shall:
1)
Eliminate
free
liquids
by
removing
liquid
wastes
or solidifying the remaining wastes and waste
residues.
2)
Stabilize
remaining
wastes
to
a
bearing
capacity
sufficient to support final
cover.
3)
Cover the surface impoundment unit with a final
cover
designed
and
constructed
to:
A)
Provide
long-term
minimization
of
the
migration
of
liquids
through
the
closed
impoundment
unit;
128—206

—121—
B)
Function with minimum maintenance;
C)
Promote
drainage
and
minimize erosion or
abrasion
of
the
final
cover;
D)
Accommodate settling and subsidence so that
the
cover’s
integrity
is
maintained;
and
E)
Have
a
permeability
less
than
or
equal
to
the
permeability
of
any
bottom
liner
system.
c)
If some waste residues or contaminated materials are
left
in
place
at
final
closure,
the
owner
or
operator
shall
comply
with
the
requirements
of
Subpart
C
and
shall for a period of
5
years
after
closure:
1)
Maintain the integrity and effectiveness of the
final
cover,
including making repairs to the cap
as
necessary
to
correct the effects of settling,
subsidence,
erosion or other events;
2)
Maintain
and
monitor
the
groundwater
monitoring
system;
and
3)
Prevent
run—on
and
run—off
from
eroding
or
otherwise damaging the final cover.
SUBPART
G: ON-SITE WASTE PILES
Section 616.461
Applicability
This Subpart applies to new waste piles that are located wholly
or
partially
within
a
setback
zone
or
regulated recharge area and
that
contain
special
waste
or
other
waste
generated
on—site,
except that this Subpart does not apply to any new waste pile
that:
a)
Contains solely one or more of the following:
hazardous
waste, livestock waste, landscape waste,
or
construction
and
demolition
debris;
or
b)
Consists
of
sludge
resulting
from
the
treatment of
domestic wastewater from a POTW
and
the
sludge
pile
is
situated on an underdrained pavement and operated in
accordance with the Act,
.35 Ill. Adm.
Code:
Subtitle C
and
35
Ill. Adm.
Code:
Subtitle G;
or
c)
Is exempt from this Part pursuant to Section 616.105.
Section
616.462
Prohibitions
128—207

—122—
a)
Pursuant
to
Sections
14.2(a),
14.2(c)
and
14.3(e)
of
the Act,
no person shall cause or allow the
construction or operation of any waste pile that
is:
1)
Located
wholly
or
partially
within
a
minimum
setback
zone
and that is either a new potential
primary
source
or
a new potential secondary
source,
except as specified in Sections 616.104 (a)
and’
(b);
or
2)
Located wholly or partially within a maximum
setback zone and that is
a
new
potential
primary
source, except as specified in Section 616.104(b).
b)
No person shall cause or allow the disposal of special
waste
in
a
new
waste pile within a regulated recharge
area
if
the
distance
from
the
wellhead
of
the
community
water
supply
well
to
the waste pile
is 2500 feet or
less,
except as provided at Section 616.105.
c)
Nothing in this
Section
shall
prohibit
a
waste
pile,
within
a maxi’mum setback zone regulated
by’the Act,
of
sludge
resulting
from
the
treatment
of
domestic
wastewater
or
of
sludge
resulting
from the treatment of
water
to
produce
potable
water,
if such activities are
conducted
in
accordance
with
the
Act,
35
Ill.
Adm.
Code:
Subtitle
C,
Subtile
F,
and Subtitle
G.
Section 616.463
Design and Operating Requirements
a)
No
person
shall
cause
or.allow:
1)
Disposal
or
storage
in
the waste pile of liquids
or
materials
containing free liquids;
or
2)
Migration
and
runoff
of
leachate
into
adjacent
soil,
surface
water,
or
groundwater.
b)
A waste pile must comply with the following standards:
1)
The waste pile must be under an impermeable
membrane or cover that provides protection from
precipitation;
2)
The waste pile must be protected from surface
water
run—on;
and
3)
The
waste
pile
must be designed and operated to
control
wind
dispersal of waste by a means other
than
wetting.
Section
616.464
Closure
128—~.0
8

—12
3—
The owner or operator shall accomplish closure by removing and
disposing
of
all wastes and containment system components
(liners,
etc).
If disposed of in the State of
Illinois,
the
waste and containment system components must be disposed of at
a
disposal
site
permitted
by
the
Agency
under
the
Act.
SUBPART
H:
UNDERGROUND
STORAGE
TANKS
Section
616.501
Applicability
This
Subpart
applies
to
new
underground
storage
tanks
that
are
located, wholly or partially within
a setback zone or regulated
recharge area and that contain special waste,
except that this
Subpart
does
not
apply
to
any
new
underground
storage
tank
that:
a)
Pursuant to
35 Ill.
Adm. Code 731.110(a)
must
meet
the
requirements set forth in
35 Ill.
Adm.
Code 731,
unless
such
a
tank
is
excluded
from
those
requirements
pursuant
to
35
Ill.
AdTn..
Code
731.110(b);
or
b)
Must have
interim
status
or
a RCRA permit under 35
Ill.
Adm.
Code:
Subtitle
G;
or’
c)
Is exempt from this Part pursuant to Section 616.105.
Section 616.502
Design and Operating
Requirements
Owners
and
operators
of
new underground.storage tanks that store
special waste shall meet the requirements set forth
in
35
Ill.
Adm.
Code 731.
Such requirements must be met even
if the tanks
are excluded from coverage under
35
Ill.
Adm.
Code
731
by
35
Ill.
Adm.
Code 731.110(b).
The exclusions set forth in
35
Ill. Adm.
Code
731.110(b)
shall
not
apply
to any underground storage tank
that
stores
special
waste.
SUBPART
I:
PESTICIDE STORAGE AND HANDLING UNITS
Section
616.601
Applicability
a)
This Subpart applies to any new unit for the storage
and handling of pesticides that is located wholly or
partially
within
a
setback
zone
or
regulated
recharge
area
and
that:
1)
Is
operated
for the purpose of commercial
application;
or
2)
Stores
or
accumulates
pesticides
prior
to
distribution
to
retail
sales
outlets,
including
but not limited to a unit that
is a warehouse or
bulk terminal.
128—309

—124—
b)
Subsections
(1)
and
(2) notwithstanding,
this Subpart
does not apply to any unit exempt pursuant to Section
616. 105.
Section
616.602
Prohibitions
Pursuant
to
Sections
14.2(a),
14.2(c)
and
14.3(e)
of the Act,
no
person
shall
cause
or
allow
the
construction
or
operation
of
any
unIt
for
the
storage
and
handling of pesticides that
is:
a)
Loca~tedwholly or partially within a minimum setback
zone and that is either
a new potential primary source
or
a
new
potential
secondary source,
except as
specified in Section 616.104(a)
and
(b);
or
b)
Located
wholly or partially within a maximum setback
zone and that is a new potential primary source,
except
as specified
in Section 616.104(b).
Section 616.603
Groundwater Monitoring
The owner or operator shall comply with the requirements of
Subpart B.
Section 616.604
Design
and
Operating
Requirements
The owner or Operator shall:
a)
Maintain a written record inventorying all pesticides
stored
or
handled
at the unit.
b)
At
least
weekly
when
pesticides
are
being
stored,
inspect
storage
containers,
tanks,
vents,
valves,
and
appurtenances
for
leaks
or
deterioration
caused
by
corrosion
or
other
factors.
If
a leak or deterioration
is found in any of these ‘devices, the owner or operator
must immediately repair or replace the
device.
The
owner
or
operator
shall
maintain
a
written
record
of
all inspections conducted under this Section and of all
maintenance relating to leaks and deterioration of
these
devices.
C)
Store all containers containing pesticides within a
pesticide
secondary
containment
structure,
if
such
containers are stored outside of
a roofed structure or
enclosed
warehouse.
For
the
purpose
of
this
subsection,
a
pesticide
secondary
containment
structure
is
a
structure
that
complies
with
the
design
standards
set
forth
in
8
Ill.
Adrn.
Code
255.
d)
Maintain all written records required under this
Section at the site.
The owner or operator shall
provide any such record to the Agency upon request.
128—2 10

—125—
(Board
Note:
Owners
or
operators
of facilities or units
subject
to
this
Part
may
also
be
subject
to
regulations
under
8
Ill.
Adm.
Code
255.)
Section
616.605
Closure
and
Post-Closure
Care
The
owner
or
operator
shall
comply
with the requirements of
Subpart
C.
SUBPART
3:
FERTILIZER
STORAGE
AND
HANDLING
UNITS
Section 616.621
Applicability
This
Subpart
applies
to
any
new
unit
for the storage
and
handling
of
fertilizers
that
is
located
wholly or partially within a
setback
zone
or
regulated
recharge
area
and
that:
a)
Is
operated
for
the
purpose
of
commercial
application;
or
b)
Stores
or
accumulates
fertilizers prior to distribution
to
retail
sales
outlets,
including but not limited to
a
unit
that
is
a
warehouse
or
bulk
terminal.
c)
Subsections
(a)
and
(b)
notwithstanding,
this
Subpart
shall not apply to any unit exempt pursuant to Section
616.105.
Section 616.622
Prohibitions
Pursuant
to
Sections
14.2(a),
14.2(c)
and
14.3(e)
of
the
Act,
rio
person shall cause’or allow the construction or operation of any
unit for the storage
arid
handling
of
fertilizers
that
is:
a)
Located wholly or partially within
a minimum setback
zone and that
is either a new potential primary source
or
a
new
potential
secondary
source,
except
as
specified
in
Sections 616.104(a)
and
(b);
or
b)
Located wholly or partially within
a maximum setback
zone and that is a new potential primary source,
except
as specified
in Section 616.104(b).
Sectio.n 616.623
Groundwater Monitoring
The
owner
or
operator
shall
comply
with
the
requirements
of
Subpart B.
Section 616.624
Design and Operating Requirements
The owner or operator shall:
128—211

—126—
a)
Maintain
a
written
record
inventorying
all fertilizers
stored
or
handled
at the unit.
b)
At
least
weekly
when
fertilizers
are
being
stored,
inspect
storage
containers,
tanks,
vents,
valves,
and
appurtenances
for
leaks
or
deterioration
caused
by
corrosion or other factors.
If
a leak or deterioration
is found in any of these devices, the owner or operator
shall
immediately
repair
or
replace
the
device.
The
owner or operator shall maintain a written record of
all
inspections
conducted
under
this
Section
and
of
all
maintenance relating to leaks and deterioration of
these
devices.
c)
Store all containers containing fertilizers
(except
anhydrous
ammonia)
within
a
fertilizer
secondary
containment structure,
if such containers are stored
outside
of
a
roofed
structure
or
enclosed
warehouse.
For the purpose of this subsection,
a fertilizer
secondary containment structure
is
a structure that
complies
with
the
design
standards
set
forth
in
8
Ill.
Adm.
Code
255.
d)
Maintain all written records required under this
Section at the site.
The owner or operator shall
provide
any
such
record
to
the
Agency
upon
request.
(Board
Note:
Owners
or
operators
of
facilities
or
units
subject
to
this
Part
may also be subject to regulations
under
8
Ill. Adm.
Code 255.)
Section 616.625
Closure
and Post-Closure Care
The owner or operator shall comply with the requirements of
Subpart C.
SUBPART K:
ROAD OIL STORAGE AND HANDLING UNITS
Section 616.701
Applicability
This Subpart applies to any new unit for the storage and related
handling
of
road
oils
that
is
located
wholly
or
partially within
a
setback
zone
or
regulated
recharge
area
and
at
which
greater
than
25,000
gallons
of
road oils are stored or accumulated at any
one
time,
except
as
otherwise provided in Section 616.105.
Section 616.702
Prohibitions
Pursuant to Sections 14.2(a),
14.2(c)
and 14.3(e)
of the Act,
no
person shall cause or allow the construction or operation of any
unit for the storage and handling of road oils that
is:
128—212

—127—
a)
Located
wholly or partially within a minimum setback
zone
and
that
is
either
a
new
potential
primary
source
or
a new potential secondary source,
except
as.
specified
in
Sections
616.104(a)
and
(b); or
b)
Located wholly or’partially within a maximum setback
zone
and
that
is
a
new
potential
primary
source,
except
as
specified
in
Section
616.104(b).
Section
616.703
Groundwater
Monitoring
The
owner
or operator shall comply with the requirements of
Subpart B.
Section
616.704
Design
and
Operating Requirements for Above-
Ground
Storage
Tanks
a)
The owner or operator of a tank shall not cause or
allow:
1)
Materials to be placed in
a tank if such materials
could
cause the tank to rupture,
leak,
corrode, or
otherwise fail.
2)
Uncovered tanks to be placed or operated so as to
maintain less than 60 centimeters
(2
feet)
of
freeboard unless:
A)
The tank
is equipped with a containment
structure (e.g., dike or trench),
a drainage
control
system,
or
a
diversion
structure
(e.g.,
standby
tank);
and
B)
Such
containment
structure,
drainage
control
system,
or diversion structure has a capacity
that equals or exceeds the volume of the top
60 centimeters
(2
feet)
of the tank.
3)
Material to be continuously fed into a
tank,
unless
the tank is equipped with a means to stop
this inflow
(e.g.,
a feed cutoff system or a
bypass system to a standby tank).
4)
Incompatible materials to be placed in the same
tank.
5)
Material to be placed in a tank that previously
held
an
incompatible material unless the
incompatible
material
has
been
washed
from
the
tank.
6)
Ignitable
or
reactive
material
to
be
placed
in
a
tank
unless:
128—213

—12 8—
A)
The
material
is
stored
or
treated
in
such
a
way
that
it
is
protected
from
any
material
or
conditions that may cause it to ignite or
react;
or
B)
‘The
tank
‘is
used
solely
for
emergencies.
b)
The owner or operator shall provide and maintain
primary containment for’the tank such that:
1)
The tank has a minimum shell thickness that
ensures that the tank will not fail ~i.e.,
collapse,
rupture,
etc.).
2)
The’ tank is compatible with the material to be
placed
in
the
tank
or
the
tank
is
lined
with
a
substance
that
is
compatible
with
the
material
to
be placed on the tank.
c)
The owner or operator shall provide and maintain
secondary cor~taininentfor the tank that:
1)
Is capable of containing the volume of the largest
tank or 10
of the total volume for all tanks,
whichever is greater;
2)
Is constructed of material capable of containing a
spill until cleanup occurs
(e.g.,
concrete or
clay).
The base of the secondary containment area
must be capable of minimizing vertical migration
of
a spill until cleanup occurs
(e.g., concrete or
clay);
3)
Has cover
(e.g., crushed rock or vegetative
growth)
on earthen embankments sufficient to
prevent erosion; and
4)
Isolates the tank from storm water drains and from
combined storm water drains and sanitary sewer
drains.
d)
If incompatible materials are handled at the site,
secondary
containment
sufficient
to
isolate
the
units
containing
the
incompatible
materials
must
be
provided.
e)
The
owner
or
operator
of
a
tank
shall
also:
1)
Test
above-ground
tanks
and
associated
piping
every five years for structural
integrity.
128—2 14

—129—
2)
Remove
uncontaminated
storm water runoff from the
secondary
containment
area
irrunediately
after
a
precipitation
event.
3)
Handle
contaminated
storm
water
runoff
in
accordance
with
35
Ill.
Adm.
Code 302.Subpart A.
4)
Provide
a
method
for
obtaining
a
sample
from
each
tank.
5)
Install,
maintain,
and
operate
a
material
level
indicator
on
each
tank.
6)
When
not
in
use,
lock
all
gauges
and
valves
that
are
used
to
inspect
levels
in
the
tank.
All
such
devices
must
be
located
within
the
containment
structure.
Section
616.705
Closure
a)
At closure,
all materials must be removed from
containers,
tanks,
discharge
control equipment,
and
discharge
confinement
structures.
b)
All
materials
that
are
to
be
disposed
of
in
the
State
of Illinois must be disposed of at a disposal site
permitted
by
the
Agency
under
the
Act.
SUBPART L: DE-ICING AGENT STORAGE AND HANDLING UNITS
Section 616.721
Applicability
This
Subpart
applies
to
any
new
facility
for
the
storage
and
related
handling
of
dc-icing
agents
that
is
located
wholly
or
partially within
a setback zone and at which more than 50,000
pounds of dc—icing agent
are
stored or accumulated at any one
time,
except
as otherwise provided in Section 616.105.
For the
purpose of this Subpart:
a)
An
indoor
storage
Unit
means
a
storage
unit
with
a
roof
capable
of
protecting
dc-icing
agents
from
wind
and
precipitation;
b)
An outdoor storage unit means
a unit for the storage of
dc—icing agents that
is not an indoor storage unit.
Section 616.722
Prohibitions
a)
Pursuant to Sections
14.2(a),
14.2(c)
and 14.3(e)
of
the Act, no person shall ‘cause or allow the
construction or operation of any unit for the storage
and handling of dc-icing agents that
is:
128—215

—130—
1)
Located wholly or partially within a minimum
setback zone and that is either a new potential
primary source or a new potential secondary
source,
except
as
specified
in
Sections
616.104(a)
and
(b); or
2)
Located wholly or partially within a maximum
setback zone and that is a new potential primary
source, except as specified in Section 616.104(b).
b)
No p~ersonshall cause or allow the construction or
operation
within
any
setback
zone
of
any
outdoor
facility for the storage and handling of dc-icing
agents,
except as provided at Section 616.105.
Section ‘616.723
Groundwater Monitoring
The owner or operator shall comply with the requirements
of
Subpart B.
Section 616.724
Design and Operating Requirements
for Indoor
Storage Facilities
a)
The base of the facility must be constructed of
materials capable of containing dc-icing agents
(i.e.,
bituminous or concrete pad).
b)
The roof and walls of the facility must be constructed
of materials capable of protecting the storage pile
from precipitation and capable of preventing dissolved
dc-icing agents from entering into the adjacent soil,
surface
water,
or
groundwater.
The
walls
of
the
facility must be constructed of materials compatible
with the dc-icing agents to be placed
in the facility.
Run—off
from
the
roof
must
be
diverted
away
from
the
loading
pad.
c)
The
loading
pad
of
the
facility
must
be
constructed
of
materials capable of containing
a spill
(i.e.,
concrete
or
bituminous
pad).
The
borders
of
the
loading
pad
must
be
curbed
to
prevent
dry
or
dissolved
dc—icing
agents from migrating from the loading pad into the
adjacent
soils,
surface
water,
or
groundwater.
The
loading
pad
must
be
covered
by
a
roof
of
sufficient
size to provide the pad and dc-icing agents with
protection from precipitation to prevent run—off or
dissolved
dc-icing
agents
from
entering
into
the
adjacent soil,
surface water, or groundwater.
d)
All areas surrounding the storage pile,
including but
not limited to the loading pad, must be routinely
inspected to determine whether any release of dc-icing
agents has occurred.
Such areas shall be cleaned as
128—126

—131—
necessary.
Spilled dc-icing agents must be placed back
under
the
protective
covering
of
the
indoor
storage
pile.
The
storage
pile
must
be
reshaped
as
often
as
necessary
to
prevent
leaching.
e)
The
integrity
of
the
facility
and
loading
pad
must
be
maintained.
f)
All
areas surrounding the storage facility must be
inspected
daily
to
determine
whether
any
release
of
de-
icing agents has occurred.
Spilled dc-icing agents
must
be
placed
back
into
the
storage
facility.
Section 616.725
Closure
a)
At
closure,
all
dc—icing
agents
must
be
removed
from
the site, discharge control equipment and
discharge
confinement structures.
b)
All dc-icing agents that are to be disposed of in the
State of Illinois must be disposed of at a disposal
site permitted by the Agency under the Act.
128—2 17

132
TITLE 35:
ENVIRONMENTAL PROTECTION
SUBTITLE F: PUBLIC WATER SUPPLIES
CHAPTER
I: POLLUTION CONTROL BOARD
PART 617
REGULATED RECHARGE AREAS
SUBPART A: GENERAL
Section
617.101
Purpose
617.102
Definitions
AUTHORITY:
Implementing and authorized by Sections 17.4 and 27 of
the Environmental Protection Act
(Ill.
Rev.
Stat.
1989,
ch.
ill
1/2, pars.
1017.4 and 1027).
SOURCE:
Adopted in P89—5 at
_______
Ill. Reg.
_______,
effective
SUBPART A: GENERAL
Section 617.101
Purpose
This Part sets out regulated recharge areas as delineated pursuant
to
Section
17.4
of
the
Illinois
Environmental
Protection
Act
(Act),
Ill.
Rev.
Stat.
1989,
ch.
111
1/2,
pars.
1001
et
seq.
Section 617.102
Definitions
Unless
a different meaning of
a word
or
term
is clear
from the
context,
the definition of words or terms
in this Part shall
be
the same as those used in 35
Ill. Adm. Code 615.102,
the Act, or
the Illinois Groundwater Protection Act
(Ill. Rev. Stat.
1989,
ch.
111 1/2,
pars.
7451 et seq.).
IT IS SO ORDERED.
Board
Members
J.D.
Duinelle
and
3.
Theodore
Meyer
concur.
I,
Dorothy M.
Gunn,
Clerk of the Illinois Pollution Control
Board, here~ycertify that~heabove Opinion and Order was adopted
on the
~‘~—
day of
~
,
1991, by a vote of
7-c.
~
Dorothy M. ~inn,
Clerk
Illinois Po~11utionControl Board
128—2 18

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