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.
128—162
—77—
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
128—163
—78—
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
128—164
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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
128—165
—80—
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.
128—166
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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.
128—167
—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
128—168
—83—
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
128—169
—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.
128—170
—85—
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
128—171
—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
128—175
—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