BEFORE THE ILLINOIS
POLLUTION CONTROL BOARD
INTHEMATTEROF:
)
RECEIVED
•
CLERKS OFFICE
PROPOSED
AMENDMENTS TO
)
(Rulemaking-Land)
TIERED APPROACH TO CORRECTIVE
)
SEP ~
02005
ACTION OBJECTIVES
(35 Iii.
Adm. Code 742)
)
NOTICE
Dorothy Gunn, Clerk
General Counsel
Illinois Pollution Control Board
Illinois Dept. of Natural Resources
James R. Thompson
Center
One Natural Resources Way
100W.
Randolph, Suite
11-500
Springfield, Illinois 62702-1271
Chicago, Illinois 60601
Matt Duim
Environmental Bureau Chief
Office ofthe Attorney General
James R. Thompson
Center
100 W.
Randolph,
12th
Floor
Chicago, Illinois 60601
PLEASE TAKE NOTICE that
I have today filed with
the Office of the Clerk of-the-
Illinois Pollution Control
Board the Illinois Environmental Protection
Agency’s (“Illinois EPA”)
Motion
for Acceptance, Appearance ofAttorneys, Certification of Origination, Statement of
Reasons, and the Proposed Amendments a
copy of each of which is herewith served upon you.
ILLINOIS ENVIRONMENTAL
PROTECTION AGENCY
Kimberl
A. Ge~ing
C)
Assista
t
Counsel
Division of Legal Counsel
DATE:
September 29, 2005
1021
North Grand Avenue East
P.O.
Box
19276
Springfield, Illinois 62794-9276
(217)782-5544
THIS FILING SUBMITTED ON RECYCLED PAPER
RECEIVED
CLERK’S OFFICE
BEFORE THE
ILLINOIS POLLUTION CONTROL BOARD
SEP
302005
IN THE MATTER OF:
R05~
-
‘0
PROPOSED AMENDMENTS TO
)
(Rulemaking-Land)
TIERED APPROACH TO CORRECTIVE
)
ACTION OBJECTIVES
)
(35
III. Adm. Code 742)
)
)
MOTION FOR ACCEPTANCE
NOW COMES the Illinois Environmental Protection Agency (“Illinois EPA”)
and, pursuant to
35
Ill.
Adm.
Code 102.12 1, moves the Illinois Pollution Control Board
(“Board”) to accept the Illinois EPA proposal for hearing.
This regulatory proposal
includes:
1) the Appearances for the attorneys representing the Illinois
EPA; 2)
Certification of Origination;
3) the Statement ofReasons;
and 4) the Proposed
Amendments.
Respectfully submitted,
ILLINOIS ENVIRONMENTAL
PROTECTION AGENCY
By:
____________
Douglas P. Scott
Director
DATE:
September28, 2005
1021
North Grand Avenue East
P.O. Box
19276
Springfield, Illinois 62794-9276
(217)782-3397
THIS FILING SUBMITTED ON RECYCLED PAPER
RECEIVED
BEFORE THE
ILLINOIS POLLUTION CONTROL BOARD
CLERK’S OFFICE
IN THE MATTER
OF:
RD~
PROPOSED AMENDMENTS TO
)
Rulemaking-Land
TIERED APPROACH
TO CORRECTIVE
)
ACTION OBJECTIVES
)
(35 Ill.
Adm.
Code 742)
)
APPEARANCE
)
SEP
302005
STATE OF ILUNOIS
Pollution
Control Board
The undersigned,
as one ofits
attorneys, hereby enters her entry ofAppearance
on
behalfofthe Illinois Environmental Protection Agency.
ILLINOIS ENVIRONMENTAL
PROTECTION AGENCY
By:
DATE:
September
13, 2005
1021
North Grand Avenue East
P.O. Box
19276
Springfield, Illinois 62794-9276
(217)782-5544
Division of Legal Counsel
TillS FILING SUBMITTED ON RECYCLED PAPER
RECEIVED
CLERK’S OFFICE
BEFORE THE
ILLINOIS POLLUTION CONTROL BOARD
SEP
302005
IN THE MATTER OF:
)
0
STATE OF ILLINoIS
)
RQ&-
Pollution
Control Board
PROPOSED AMENDMENTS TO
)
Rulemaking-Land
TIERED APPROACH TO CORRECTIVE
)
ACTION OBJECTIVES
)
(35
Ill.
Adm.
Code 742)
)
)
APPEARANCE
The undersigned, as one of its attorneys, hereby enters her entry ofAppearance on
behalfofthe Illinois Environmental Protection Agency.
ILLINOIS ENVIRONMENTAL
PROTECTION AGENCY
By:______
Annet C. Godiksen
Assistant Counsel
Division of Legal Counsel
DATE:
September
13, 2005
1021
North Grand Avenue East
P.O. Box
19276
Springfield, Illinois 62794-9276
(217)782-5544
THIS FILING SUBMITTED ON RECYCLED PAPER
RECEIVED
CLERK’S OFFICE
BEFORE
THE
ILLINOIS POLLUTION CONTROL BOARD
SEP ~02005
‘
n
STATE OF ILLINOIS
IN THE
MATTER OF:
)
(A.
~
V
Pollution Control Board
ROW-
PROPOSED AMENDMENTS
TO
)
(Rulemaking-Land)
TIERED APPROACH TO CORRECTIVE
)
ACTION OBJECTIVES
)
(35
Ill. Adm. Code 742)
)
)
CERTIFICATION OF ORGINATION
NOW
COMES
the
Illinois Environmental
Protection Agency (“Illinois EPA”)
and, pursuant to 35
Ill. Adm.
Code 102.2020), certifies that this proposal for amendments
to 35
III. Adm.
Code 742
amends the most recent version of that
rule
as published on
the
Illinois Pollution Control Board’s website.
Respectfully submitted,
ILLINOIS ENVIRONMENTAL
PROTECTION AGENCY
By:
____________
(lcimberlyfA.
Geving
6~
Assistant Counsel
DATE:
September
13, 2005
1021
North Grand Avenue East
P.O.
Box
19276
Springfield,
Illinois 62794-9276
(217)782-5544
THIS FILING SUBMITTED ON RECYCLED PAPER
RECEIVED
CLERK’S OFFICE
SEP
302005
BEFORE THE ILLINOIS POLLUTION CONTROL BOARD
STATE OF ILLINOIS
IN THE MATTER
OF:
)
Pollution Control Board
)
PROPOSED
AMENDMENTS TO
)
TIERED APPROACH
TO CORRECTIVE
)
(Rulemaking-Land)
ACTION OBJECTIVES
)
(35
Ill. Adm. Code 742)
)
STATEMENT
OF REASONS
The Illinois Environmental Protection Agency (“Illinois EPA”) hereby submits its
Statement ofReasons for the above-captioned matter to the Illinois Pollution Control
Board (“Board”) pursuant to
Section 27 ofthe Illinois Environmental Protection
Act
(“Act”)(415 ILCS
5/27)
and 35
Ill. Adm.
Code
102.200 and
102.202.
I.
FACTS
IN SUPPORT, PURPOSE, AND EFFECT
A.
Background
On December
15,
1995, P.A.
89-431
(which added a new Title XVII to the Act)
was signed into law by Governor Edgar.
Pursuant to Section 58.11(c) ofthe Act, the
Illinois EPA proposed regulations prescribing procedures and standards forthe Illinois
EPA’s administration dfits
duties under Title XVII.
That proposal became known as the
Tiered Approach to
Corrective Action Objectives (“TACO”) Under 35
Ill. Adm.
Code
742, which established a system whereby sites
undergoing remediation in the Site
Remediation Program (“SRP”), the Leaking Underground Storage Tank (“LUST”)
Program, and RCRA Part B Permits and Closures could use the methodology set forth in
the TACO rules to determine remediation objectives.
Since the inception ofthe initial
rulemaking, TACO’s applicability has been expanded outside the three programs listed
above.
I
Part 742
established procedures for developing remediation objectives based on
various
risks to human health posed by environmental conditions
at a site.
Because
human health may be impacted by any type ofenvironmental contamination, whether it
originates from petroleum, pesticides, or some other type of waste, it was logical to create
a
single set of procedures that any ofthe land remediation programs could use to address
contamination at any given site.
What resulted was the TACO methodology, whereby
risks posed to human health are evaluated, site conditions
are assessed, and individuals
propose remediation objectives to mitigate conditions
at the site so that they no longer
pose a threat to human health.
The
Board adopted TACO on June
5,
1997 (with three sub-dockets being adopted
shortly thereafter).
In Mayof 2000, the Illinois EPA proposed amendments to TACO
that were
necessitated by new technology, science, and programmatic changes.
The
Board
adopted those amendments
in December of2000, with
two sub-dockets being
adopted shortly thereafter.
As was the case back in 2000,
it is again necessary to file amendments to the rules
for the purpose ofkeeping the TACO procedures and requirements current.
As science
and technology continue to evolve, so, too, does the methodology established under
TACO.
For the last five years the Illinois EPA has been compiling the revisions that
come before the Board todayin the proposed amendments.
The proposed amendments
range in content
from comments from the regulated community to improve procedures to
new standards established
for various contaminants, updated test methods, and new
toxicity criteria. The effect of the proposed amendments is to update and improve
2
standards
and procedures so that end
users ofthe rules can achieve accurate data results
that
are protective ofhuman health.
B.
~çg~atory
Development
As stated above, the proposed amendments are the result ofa running list of
regulatory provisions that the Illinois EPA has compiled over the last five years that need
to be changed.
While the amendments
were initially developed by an internal agency
workgroup, the Illinois EPA did
incorporate changes that were based on concerns we
received from members ofthe regulated con~munity.Once a workingdraft ofthe
proposed amendments was complete, we sent the draft to a representative ofthe Site
Remediation Advisory Committee (“SRAC”) and Illinois Environmental Regulatory
Group (“IERG”) for distribution to their members for comment.
After they had
ample
opportunity to review and comment, the Illinois EPA met with members ofthose
groups
to discuss their comments and suggestions.
Those meetings occurred on January 20,
2005 and
April 6, 2005.
As
a result of discussions with the SRAC and
IERG, the Illinois
EPA made numerous changes to its proposal to
address the concerUs ofmembers of the
regulated community.
The Illinois EPA believes that the proposal was well received by
the regulated community and is generally non-controversial.
C.
Affected Sources and Facilities and Economic Impact
Persons (as defined in
Section 58.2 ofthe Act) that
are affected by this rule
include any and all persons undergoing remediation that are entitled
to use
a risk-based
methodology for determining remediation objectives.
Such persons would
include, but
not necessarily be limited to, those conducting remediation under the SRP, the LUST
3
Program, RCRA
Part B permits and closures, or other Illinois EPA remediation
programs.
The use of TACO
in conjunction with the various program regulations has
accomplished the goal of putting many sites back into productive use while significantly
decreasing
remediation costs statewide.
D.
Environmental, Technical, and Economic Justification
The Illinois EPA believes that the technical feasibility,
economic reasonableness,
and
environmental justification for the rules were
established by both the initial
rulemaking back in
1997 and the subsequent amendments in 2000.
As the rules continue
to evolve with new science, technology, and experience, the technical feasibility,
economic reasonableness, and environmental impact are only enhanced.
These rules
have helped put innumerable sites back into productive use, thereby
improving economic development.
Additionally, because the methodology
is based on
risk
to human health, it has encouraged environmental remediation without imposing
excessive costs
on the regulated community.
Thus, more sites arc being cleaned up,
threats to human health are decreased,
and the economy is given
a boost.
IL
THE
PROPOSED AMENDMENTS
A
large number ofthe proposed amendments arefound in the appendices
and
stem from new values that have been established for contaminants.
There are also many
changes to
the incorporations by reference due to the fact that manyofthe test methods and
other technical support documents have been updated or new information has become
available.
Additionally, there have been changes to
some of the technical procedures,
which are designed to
further streamline the use ofTACO.
4
What follows
is a general
overview of the remainder of the changes made to Part
742.
A.
SubpartA
As stated earlier in this StatementofReasons, since the inceptionof the
TACO
rules back
in
1997,
the use of this Part
has been expanded, where appropriate, outside the
three programs listed
in
Section 742.105(b).
For that reason, wehave added language to
subsection (a) to account
for the expanded applicability.
Additionally,
we have put an
exception in
a new subsection (h) to state that Part 742 may not be used in
lieu of the
requirements applicable to landfills.
B.
Subpart B
Amendments to
Subpart B include:
additional definitions;
changes to the
incorporations by reference; a new method to determine the natural organic carbon
content of soil; an amendment to
Section 742.220(b) that
arose after a discussion with
USEPA wherein we learned that the requirement not
to exceed the soil
saturation limit
only applies to liquid chemicals for the soil component ofthe groundwater ingestion
route, as was the case for the inhalation route; and changes
to Section
742.225 that
furthe; flesh out the issue of compositing ofsamples.
C.
Subpart C
Amendments to
Subpart C include:
deleting language in
Section
742.305(e),
since
no alternative method exists to determine the characteristics oftoxicity; and changing one
of the requirements for excluding the groundwater ingestion
exposure route in Section
742.320(d).
Current language in Section 742.320(d) requires that
if a party is using a
groundwater ordinance to
exclude the groundwater ingestion exposure
route, the
5
ordinance must
apply to the entire area 2,500 feet around the source of the release.
This
distance was originally proposed to correspond with the maximum setback zone for a.
community water supply well.
However, the requirement precluded certain
sites from
using that section ofTACO because a site may
fall within the municipal boundaries for
which there is an acceptable groundwater ordinance, but the required 2,500
foot radius
around the source ofthe release may extend outside ofthe municipal boundary.
This
would typically happen where a site is located close to
a municipal boundary line.
If no
ordinance existed outside the municipal boundary (whether it was for another
municipality or a county ordinance), then Section 742.320 could not be used to exclude
the pathway.
Therefore, we changed the requirement to
be an area within the measured
and modeled extent ofgroundwater contamination above Tier
1
groundwater objectives.
D.
SubpartD
Changes to this
Subpart are non-substantive.
The changes simply reflect the
statutory language in italics rather than capital letters.
P.
SubpartE
There is only one
change in this Subpart,
and that
is to
Section 742.5
10(a)(5).
We
havenpanded
the pH table range from
4.5-8.0
to 4.5-9.0.
F.
Subpart H
This
Subpart also had one minor change.
The change was to Section
742.805(c)(1) and changed therange ofcontaminants from 2 to 33 insteadof 14.
G.
Subpart I
Changes to Section
742.900 are purely cleanup and non-substantive.
H.
SubpartJ
6
Changes to this
Subpart range in content from
adding or clarifying procedures to
account for scenarios we didn’t anticipate when we first drafted the rules to requiring the
use of Illinois EPA forms for various
institutional controls, which significantly decreases
the burden on the regulated community to craft forms themselves
and also
substantially
decreases the Illinois EPA’s review time ofthe documents.
Many changes to this
Subpart are designed to clearly define the Illinois EPA’s
intent behind the original
language, which some parties found to be vague as originally
drafted,
Additionally, we have attempted to more clearlydelineate what we expect to be
included in the institutional controls that parties propose to use as part oftheir
remediation activities.
I.
Appendix A, Table E
The amendment to this table
is non-substantive.
It corrects a spelling error.
J.
Appendix A,
Table G
The amendment to this table
is non-substantive.
It merely removes a footnote that
should not have been there in the first place.
K.
Appendix A, Table H
This is
a new table, which adds background levels for polynuelear aromatic
hydrocarbons (“PNA”s).
Over the last
five years, the Illinois EPA has become aware of
these background levels for PNAs, which can occur as a result of the incomplete
combustion of organic material or a result ofother natural or anthropogenic activities.
Through Illinois EPA’s experience reviewing investigation reports
submitted via
the SRP, it became evident that PNAs were ubiquitous throughout much ofthe
State.
However, in order to meet
existing remediation objectives for certain PNAs, parties had
7
to remediate to levels below the naturally occurring levels. Once the Illinois EPA
became aware ofthe problem, we realized we needed further information in order to
quantify the levels ofPNAs.
In2001 and 2002, a study wasconducted by the CityofChicago in conjunction
with the U.S. Geological Survey (“USGS”) that assessedPNA levels in ambient soils.
Results of that study were presented by Tetra Tech Inc.
in the Polynuclear Aromatic
Hydrocarbon Background Study. City of Chicago, IL, which is a new incorporation by
reference in Section 742.210.
During that same period, the Electric Power Research
Institute
(“EPRI”) conducted an investigation ofPNAs in
soils statewide, but outside thó
City of Chicago.
Results ofthat study were published in Polycvclic Aromatic
Hydrocarbons (PAHs) in
Surface Soil in Illinois:
Background PAHs, which is also
a new
incorporation by reference
in Section 742.2 10.
The Illinois EPA used the results ofthose
two
studies to establish the new Table H, which sets
forth PNA background levels to be
used in the City of Chicago and in other populated areas.
L.
Appendix A, Table I
This was the old Table H,
which has been renamed Table I in order to insert the
new Table H discussed above.
The only other change to
this table was the deletion of
Beryllium, which is no longer thought to be carcinogenic by ingestion.
M.
Appendix B, Table A
This table
includes updates to the remediation objectives for a number ofthe
chemicals in the table.
It also adds nutrients to the table as well as somenew footnotes
relative to other changes throughout the rules (e.g., footnotew addresses the addition of
thePNA table in AppendixA).
8
One ofthe new footnotes, footnote x, has been added because there are a number
ofchemicals (28) that have industrial/commercial construction
worker inhalation
objectives that
are more stringent than the residential inhalation objectives listed
in
this
table.
Because TACO allows construction work on
residential properties, the table
needed to
account for this scenario in order to protect construction workers.
Therefore,
footnote x
is designed to apply the industrial/commercial construction worker inhalation
objective to residential settings.
N.
Appendix B, Table B
Changes to Appendix
B, Table B parallel the changes in Appendix
B, Table A but
are updates for soil objectives rather than groundwater objectives.
0.
Appendix B, Tables
C and D
A new contaminant,
lead, has been added to the pH tables.
P.
Appendix B, Tables E and F
Changes to
these two
tables merge ionizable organics in with the other organics
because there is no reason to
list them separately.
Additionally,
there are three chemicals
whose organic carbon partition coefficient
(“Koc”) values
fall below the threshold Koc at
which routine water treatment procedures might not remove the contaminant
from water.
Changes were made to
address this situation.
Finally, some typographical errors were
corrected for one ofthe chemicals.
Q.
Appendix
C, Table D
In addition to the heading change, which has occurred throughout the appendices
to make the title “Illustrations and Tables” consistent with the order in
which they appear
in the Table ofContents (i.e., illustrations come beforethe tables), there is also
a change
9
to
the symbol
for soil bulk density.
It was a typographical error we fixed
from Rho
subscript s to Rho
subscript b.
R.
Appendix
C. Table F
The Illinois EPA
amended this table to
reflect the changes we made in
Section
742.21 5(b)(l)(B).
S.
Appendix C, Table J
This table has been expanded to increase the number ofpH values up through the
9.0 range.
T.
Appendices D through H
These
five appendices are new and add
to the rules the forms and
model
institutional controls referenced in paragraph H above.
III.
AGENCY WITNESSES
AND
SYNOPSIS OF TESTIMONY
The Illinois EPA will
provide four witnesses who will be available to testify
at
hearing.
The witnesses include:
Gary King, Thomas Homshaw, Lawrence
Eastep, and
Gregory Dunn.
-
-
Gary King will provide testimony on
Sections 742.105, 742.110,
742.200,
742.415,
742.900, all changes to
Subpart J, Appendix A.Tables E and G, Appendix
B.Illustration A, Appendix C.IllustrationsA
through C and Tables A through K, and
Appendices D through H.
Thomas Hornshaw will provide testimony on
Sections
742.2 10,
742.220, 742.225, 742.5 10,
Appendix A.Table I, Appendix
B.Tables A through
F, and Appendix C.Tables E and J.
Gregory Dunn will provide testimony on Sections
742.2 15, 742.305, 742.320,
742.805, and Appendix C.Tables D and F.
Lawrence Eastep
will provide testimony on Appendix A.Table H and Appendix B.Table A.
10
The Illinois EPA will submit written testimony in
advance ofthe hearings
pursuant to any hearing officer order that follows this proposal.
The Illinois EPA
respectfully requests that
the Board consider allowing the oral testimony of the Illinois
EPA’s witnesses in
panel format rather than calling each individually.
The suggestion
has streamlined several regulatory hearings in the past and allows
the Illinois EPA to
more fully respond to
questions during the hearing, thereby promoting a more complete
hearing record.
As
a note to the Board, the Illinois EPA does not have a Notice or Service List for
purposes of this proposal.
Therefore, we are sending this proposal to the individuals
required by the Board’s procedural rules..
The Illinois EPA requests that once the Board
establishes Notice and Service lists for this rulemaking that it send those to the Illinois
EPA so
that we can properly serve parties with any future
submittals.
WHEREFORE, the Illinois EPA requests that the Board accept this proposal in its
entirety for hearing.
-
Respectfully submitted,
-
ILLINOIS ENVIRONMENTAL
PROTECTION AGENCY
•
BZLA/~4LIl
/
Kimberly,A. Geving
Assistant Counsel
Division of Legal Counsel
DATED:
September 23,
2005
1021
North Grand Ave. East
P.O. Box
19276
Springfield, Illinois 62794-9276
(217) 782-5544
THIS FILING SUBMITTED
ON RECYCLED PAPER
11
TITLE
35:
ENVIRONMENTAL PROTECTION
SUBTITLE G:
WASTE DISPOSAL
CHAPTER I:
POLLUTION CONTROL BOARD
SUBCHAPTER
f:
RISK BASED CLEANUP
OBJECTIVES
PART 742
TIERED APPROACH TO CORRECTIVE ACTION OBJECTIVES
SUBPART
A:
INTRODUCTION
Section
742.100
Intent and Purpose
742.105
Applicability
742.110
Overview ofTiered Approach
742.115
KeyElements
742.120
Site Characterization
SUBPART B:
GENERAL
Section
742.200
Definitions
742.205
Severability
742.210
Incorporations by Reference
742.2 15
Determination of Soil Attenuation Capacity
742.220
Determination ofSoil
Saturation Limit
742.225
Demonstration ofCompliance with Rèmediation Objectives
742.230
Agency Review and Approval
SUBPART C:
EXPOSURE ROUTE EVALUATIONS
Section
742.3 00
Exclusion ofExposure
Route
742.305
Contaminant Source and Free Product Determination
742.310
Inhalation Exposure Route
742.315
Soil Ingestion Exposure Route
742.320
Groundwater Ingestion Exposure Route
SUBPART
D:
DETERMINING AREA BACKGROUND
Section
742.400
Area Background
742.405
Determination ofArea Background for Soil
742.410
Determination ofArea Background for Groundwater
742.4
1.5
Use of Area Background Concentrations
SUBPART
E:
TIER
1
EVALUATION
Section
742.500
Tier
1 Evaluation Overview
742.505
Tier
1
Soil and Groundwater Remediation Objectives
742.510
Tier
1
Remediation Objectives Tables
SUBPART
F:
TIER 2 GENERAL EVALUATION
Section
742.600
Tier 2 Evaluation Overview
742.605
Land Use
742.6 10
Chemical and Site Properties
SUBPART
G:
TIER 2
SOIL EVALUATION
Section
742.700
Tier 2 Soil Evaluation Overview
742.705
Parameters for Soil Remediation Objective Equations
742.7 10
SSL Soil Equations
742.715
RBCA Soil Equations
742.720
Chemicals with Cumulative Noncarcinogenic Effects
SUBPART
H:
TIER 2
GROUNDWATER EVALUATION
Section
742.800
Tier2
Groundwater Evaluation Overview
742.805
Tier 2 Groundwater Remediation Objectives
742.810
Calculations
to Predict Impacts from Remaining Groundwater Contamination
SUBPART
I:
TIER
3
EVALUATION
Section
-
742.900
Tier 3
Evaluation Overview
742.905
Modifications ofParameters
742.910
Alternative Models
742.915
Formal Risk Assessments
742.920
Impractical Remediation
742.925
Exposure Routes
742.930
Derivation ofToxicological Data
SUBPART J:
INSTITUTIONAL CONTROLS
Section
742.1000
Institutional
Controls
742.1005
No Further Remediation Letters
742.1010
Environmental
Land Use Controls
742.1012
Federally Owned Property:
Land Use Control MemorandaMcmorandums of
Agreement
742.1015
Ordinances
742.1020
HighwayAuthority Agreements
SUBPART
K:
ENGINEERED BARRIERS
Section
742.1100
Engineered Barriers
742.1105
Engineered Barrier Requirements
APPENDIX A
General
ILLUSTRATION A
Developing Soil Remediation Objectives Under the Tiered Approach
ILLUSTRATION B
Developing Groundwater Remediation Objectives Under the Tiered
Approach
TABLE A
Soil Saturation Limits (Csat) for Chemicals Whose Melting Point is Less than
30°C
TABLE B
Tolerance Factor (K)
TABLE C
Coefficients
AN.j+j
for W Test ofNormality, for N=2(l)50
TABLE D
Percentage Points of the W Test for n3(l)50
TABLE E
Similar-Acting Noncarcinogenic Chemicals
TABLE F
Similar-Acting Carcinogenic Chemicals
TABLE G
Concentrations of Inorganic Chemicals in Background Soils
TABLE H
Concentrations ofPolynuclear Aromatic Hydrocarbon Chemicals In
Background Soils Chemicals \Vhoco Tier
1
Clans I Croundwater Rcmcdiation
Objective Exceeds the
1
in 1,000,000 Cancer Risk Concentration
TABLE
I
Chemicals Whose Tier
1
Class I Groundwater Remediation Objective Exceeds
the I in
1.000.000 Cancer Risk
Concentration
APPENDIX B
Tier
1
Illustrations and Tables and illustrations
ILLUSTRATION A
Tier
1
Evaluation
TABLE A
Tier
1
Soil Remediation Objectives for Residential Properties
TABLE
B
Tier
1
Soil Remediation Objectives for IndustriaL/Commercial Properties
TABLE
C
pH
Specific Soil Remediation Objectives for Inorganics
and Ionizing Organics
-
for the Soil Component of the Groundwater Ingestion Route (Class I
Groundwater)
TABLE D
pH Specific Soil Remediation Objectives for Inorganics and Ionizing Organics
for the Soil Component ofthe Groundwater IngestionRoute (Class II
Groundwater)
TABLE E
Tier
1
Groundwater Remediation Objectives
for the Groundwater Component of
the Groundwater Ingestion Route
TABLE F
Values Used to
Calculate the Tier I
Soil Remediation Objectives for the Soil
Component of the Groundwater Ingestion Route
APPENDIX C
Tier 2 illustrations and Tables and illustrations
ILLUSTRATION A
Tier 2 Evaluation for Soil
ILLUSTRATION B
Tier 2 Evaluation for Groundwater
ILLUSTRATION C
US Department ofAgriculture Soil Texture Classification
TABLE A
SSL Equations
TABLE B
SSL Parameters
TABLE C
RBCA Equations
TABLE D
RBCA Parameters
TABLE E
Default Physical and Chemical Parameters
TABLE F
Methods for Determining Physical Soil Parameters
TABLE G
Error Function (en)
TABLE H
Q/C Values By Source Area
TABLE I
K00 Values for Ionizing Organics as a Function ofpH (cm3/g or L/kg or
cni3watjgs0jj)
TABLE J
Values
to be Substituted for k~
or k~when
Evaluating Inorganics as a Function
ofpH (cm3/g or 11kg or cm3w~~Jg~ji)
TABLE K
Parameter Estimates for Calculating Water-Filled Soil Porosity
(Ow)
APPENDIX D
Highway Authority Agreement
APPENDIX E
Highway Authority Agreement Memorandum of Agreement
APPENDIX F
Environmental
Land Use Control
APPENDIX G
Model Ordinance
APPENDIX H
Memorandum of Understanding
AUTHORITY:
Implementing Sections 22.4, 22.12, Title XVI, and Title XVII and authorized by
Sections 27 and
58.5
ofthe Environmental Protection Act 415
ILCS
5/22.4,
22.12, 27, and
58.5
and Title XVI and Title XVII.
SOURCE:
Adopted in R97-12(A) at 21
ill. Reg.
7942,
effective July I, 1997; amended in R97-
12(B) at 21
ill. Reg.
16391, effective December
8,
1997;
amended in R97-12(C) at 22 Ill.
Reg.
10847, effective June 8,
1998; amended in R00-19(A) at 25 Ill.
Reg. 651, effective January 6,
2001; amended in
R00- 19(B) at 25
111. Reg.
10374,
effective August
15, 2001;
amended in R00-
19(C) at 26
Ill. Reg.
2683, effective February 5,2002; amended at
—
fll. Reg.
________
effective
________________________
NOTE:
Italics Capitalization indicates statutory language.
SUBPART
A:
INTRODUCTION
Section 742.105
Applicability
a)
Anyperson conducting remediation under one ofthe Illinois
Environmental
Protection Agency’s remediation programs,
including a person required to
perform an investigation pursuant to the Illinois Environmental
Protection Act
(415 ILCS
5)
(Act), may elect to proceed under this
Part to
the extent
allowedby
State or federal law and regulations and the provisions ofthis
Part and subject to
the exceptions listed in subsection (h) below.
A person proceeding under this Part
may do so to the extent such actions are consistent with the requirements of the
program under which site remediation is being addressed.
b)
This Part is to be used in
conjunction with the procedures and requirements
applicable to the following programs:
1)
Leaking Underground Storage Tanks (35 ill. Adm.
Code 731
and 732);
2)
Site Remediation Program
(35
ill. Adm.
Code 740); and
3)
RCRA Part
B Permits and Closure Plans
(35
Ill. Adm.
Code
724 and
725).
c)
The procedures in this
Part may not be used if their use would delay response
action to address imminent and substantial threats to human health
and the
environment.
This Part may only be used after actions to
address such threats
have been completed.
d)
This Part may be used to develop remediation objectives to protect
surface waters~
sediments
or ecological concerns, when consistent with the regulations of other
programs, and as approved by the Agency.
e)
A no fUrther remediation determination issued by the Agency prior to July
1,
1997
pursuant to
Section 4(y) ofthe Act or one of the programs listed
in subsection (b)
of this Section that approves completion ofremedial action relative to
a release
shall remain in effect in accordance with the terms ofthat determination.
f)
Site
specific groundwater remediation objectives determined under this Part for
contaminants ofconcern may exceed the groundwater quality standards
established pursuant to the rules promulgated under the illinois Groundwater
Protection Act (415 ILCS
55)
as long as done in accordance with Sections
742.805 and 742.900(c)(9).
(See 415
ILCS 5/58.5(d)(4)
g)
Where contaminants ofconcern include polychlorinated byphenyls (PCBs), a
person may need to evaluate the applicability ofregulations
adopted under the
Toxic Substances Control Act (15 U.S.C.
2601).
~j
This Part may not be used in lieu ofthe procedures and requirements applicable to
landfills under 35 Ill.
Adm. Code 807 or 811
through
814.
(Source:
Amended at
ill. Reg.
_________,
effective
______________________
Section 742.110
Overview ofTiered Approach
a)
This Part presents an approach for developing remediation objectives (see
Appendix A, illustrations A and B)
that include an option for exclusion of
pathways
from further consideration, use ofarea background concentrations as
remediation objectives
and three tiers for selecting applicable remediation
objectives.
An understanding of human exposure routes is necessary to properly
conduct an
evaluation under this approach.
In some cases, applicable human
exposure route(s) can be excluded from further consideration prior to
any tier
evaluation.
Selecting which tier or combination oftiers to be used to develop
remediation objectives is dependent on the site-specific conditions and
remediation goals.
Tier
1
evaluations and Tier 2 evaluations are not prerequisites
to
conducting Tier 3
evaluations.
b)
A Tier I evaluation compares the concentration of contaminants detected at a site
to
the corresponding remediation
objectives for residential and
industrial/commercial properties contained in Appendix B, Tables A,
B, C, D and
E.
To complete a Tier I evaluation, the extent
and concentrations of the
contaminants ofconcern, the groundwater class,
the land use classification,
human exposure routes
at the site, and, if appropriate, soil pH, must be known.
If
remediation objectives are developed based on industrial/commercial property
use, then institutional controls under Subpart
J are required.
c)
A Tier
2
evaluation uses
the
risk based equations from the Soil Screening Level
(SSL) and
Risk Based Corrective Action (RBCA) documents listed
in Appendix
C, Tables A and C,
respectively. In addition to the
information
that is required for
a Tier
1
evaluation, site-specific information is used to
calculateTier
2.
remediation objectives.
As in Tier
1, Tier 2 evaluates residential and
industriallcommercial properties
only.
If remediation objectives
are developed
based on industriallcommercial property use, then institutional controls under
Subpart J are required.
d)
A Tier 3
evaluation allows alternative parameters and factors, not available under
a Tier
1
or Tier 2 evaluation, to be considered when developing remediation
objectives.
Remediation objectives developed for conservation and agricultural
properties can only be developed under Tier 3.
e)
Remediation objectives maybe developed using area background concentrations
or any ofthe three tiers if the evaluation is conducted in accordance with
applicable requirements in Subparts
D
through
I.
When contaminant
concentrations do not exceed remediation objectives developed under one ofthe’
tiers or areabackground procedures under Subpart D, further evaluatipn underany
of the other tiers is not required.
(Source:
Amended at
Ill. Reg.
__________,
effective
________________________
SUBPART
B:
GENERAL
Section 742.200
Definitions
Except as stated in this Section,
or 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 that applied to-the same
words or terms in the Act.
“Act” means the illinois Environmental Protection Act 415
ILCS
5
“ADL” means Acceptable Detection Limit, which is the detectable concentration
ofa substance that
is
equal to
the lowest appropriate Practical Quantitation
Limit
(PQL) as defined in this
Section.
“Agency” means the Illinois Environmental
Protection Agency.
“Agricultural Property” means any real property for which its present or post-
remediation use is for growing agricultural
crops for food or feed either as
harvested crops, cover crops or as pasture.
This definition includes, but is not
limited to, properties used for confinement or grazing of livestock or poultry and
for silviculture
operations.
Excluded from this definition are farm residences,
farm
outbuildings and
agrichemical facilities.
“Aquifer” means
saturated (with groundwater) soils
and geologic materials
which are sufficiently penneable to
readily yield economically useful quantities of
water to wells,
springs, or streams under ordinary hydraulic gradients.
(Illinois
Groundwater Protection Act 415
ILCS 55/3(a~1)
“Area Background” means
concentrations ofregulatedsubstances thatare
consistentlypresent in the environment in the vicinity ofa site thatare the result
ofnatural conditions or human activities,
and not the result solely of releases at
the site.
415
ILCS
5/58.2
“ASTM” means the American Society for Testing and Materials.
“Board” means the illinois Pollution Control Board.
“Cancer Risk” means a unitless probability of an individual developing cancer
from a defined exposure rate and frequency.
“Cap” means a barrier designed to prevent the infiltration ofprecipitation or other
surface water, or impede the ingestion or inhalation ofcontaminants.
“Carcinogen” means
a contaminant that is class~fledas a categoryAl
orA2
carcinogen by theAmerican
Conference of Governmental Industrial Hygienists;
a
category
I
or
2A/2B
carcinogen by the World Health Organization’s International
Agency for Research on
Cancer; a
“human carcinogen” or “anticipated human
carcinogen” by the United States Department ofHealth and Human Service
National
Toxicological Program; or a
categoryA or Bl/B2 carcinogen by the
United States Environmental Protection Agency
in the integrated risk information
system or afinal rule issued in
a FederalRegister notice by
the USEPA.
415
ILCS
5/58.2
“Class
I Groundwater” means groundwater that meets the Class I: Potable
Resource Groundwater criteria set forth in
35
Ill. Adm.
Code
620.
“Class
II Groundwater” means groundwater that meets the Class
II:
General
Resource Groundwater criteria set forth in 35
ill. Adm.
Code
620.
“Conservation Property” means any real property for which present or post-
remediation use is primarily for wildlife habitat.
“Construction Worker” means a person engaged on
a temporary basis to perform
work involving invasive construction
activities including, but not
limited to,
personnel performing demolition, earth-moving, building,
and routine and
emergency utility installation or repair activities.
“Contaminant of Concern” or “Regulated Substance of Concem” means
any
contaminant that is expected to bep~esent
at the site based upon past and current
land uses and associated releases that are known
to the
person conducting a
remediation
based upon reasonable
inquiry
415
ILCS
5/58.2
“County highway’ means countyhighway as defined in the Illinois Highway
Code, 605
ILCS
5.
“District road” means district road as defined in the illinois Highway Code, 605
ILCS
5.
“Engineered Barrier” means a barrier designed
or
verified using engineering
practices that limits exposure to or controls migration ofthe contaminants of
concem.
“Environmental Land Use Control” means an instrument that meets the
requirements ofthis Part and is placed in the chain of title to real property that
limits
or places requirements upon the use ofthe property for the purpose of
protecting human health or the environment, is binding upon the property owner,
heirs,
successors, assigns, and lessees, and runs in perpetuity oruntil the Agency
approves, in writing, removal ofthe limitation or requirement from the chain of
title.
“Exposure Route” means the transport mechanism by which a contaminant of
concern reaches a receptor.
“Federally Owned Property” means real property owned in feeby the United
States ofAmerica
on which institutional controls
are sought to be
placed in
accordance with this
Subpart.
“Federal Landholding Entity” means that federal
department, agency, or
instrumentality with the authority to occupy and control the day-to-day use,
operation and management of Federally Owned Property.
“Free Product” means a contaminant that
is present as
a non-aqueous phase liquid
for chemicals whose melting point is less than 30°C (e.g., liquid not dissolved in
water).
“015” means Geographic Information System.
“OPS” means Global Positioning System.
“Groundwater” means underground water which occurs within the saturated zone
and geologic materials where thefluidpressure in thepore space is equal to or
greater than atmospheric pressure.
415
ILCS
5/3.64
“Groundwater Quality Standards” means the standards for groundwater as set
forth
in 35
Ill. Adm. Code 620.
“Hazard Quotient” means the ratio of a single substance exposure level during a
specified time period to a reference dose for that substance derived from a similar
exposure period.
“Highway”
means
any public wayfor vehicular travel which
has
been laid out in
pursuance of any law ofthis
State, or ofthe Territory ofIllinois, or which has
been established by dedication, or used by the public as a highwayfor
15 years,
or which has been or may be
laid out and connect a subdivision orplatted land
with
a public highway and which
has
been dedicatedfor
the
use
ofthe owners of
the land included in the subdivision orplatted land where there has been an
acceptance and
use
under such dedication by such owners, and which has not
been vacated in pursuance of law.
The term
“highway” includes rights of way,
bridges,
drainage structures, signs, guard rails, protective structures and all
other structures and appurtenances necessary or convenientfor vehicular traffic.
A highway in
a rural area may be called a
“road”,
while
a highway in a
municipal area may be called a
“street”.
(illinois Highway Code 605
ILCS 5/2-
202)
“Highway Authority” means the illinois Department of Transportation
with
respect to a State highway;
the illinois State Toll Highway with respect to a toll
highway:
the County Board with respect to a county highway or a county unit
district road
~f
a discretionaryfunction is involvedand the County Superintendent
ofHighways ifa ministerialfunction is involved;
the Highway Commissioner with
respect to a township
or district road not in a county unit road district; or the
corporate authorities ofa municipality with respect to
a municipal street.
(illinois
Highway Code
605
ILCS
5/2-2 13)
“Human Exposure
Pathway” means a physical condition which may allow for a
risk
to human health based on the presence of all ofthe following:
contaminants
of concern; an
exposure route; and
a receptor activity at the point of exposure that
could result in
contaminant ofconcern intake.
“IndustriallCommercial Property” means any real property that does not meet the
definition ofresidential property, conservation property or agricultural property.
“Infiltration” means the amount ofwater entering into the ground as a result
of
precipitation.
“Institutional Control” means a legal mechanism for imposing a restriction on land
use, as described in Subpart J.
“Land Use Control Memoranda Memorandum3 ofAgreement” mean agreements
entered into between one
or more agencies ofthe United States and the illinois
Environmental Protection Agency that limit or place requirements upon the use of
Federally Owned Property for the purpose ofprotecting human health or the
environment.
“Man-Made Pathways” means
constructed
physical conditions
that may allowfor
the transport bfregulated substances including,
but not limited to,
sewers,
utility
lines,
utility vaults, buildingfoundations.
basements,
crawl spaces, drainage
ditches, orpreviously excavated andfilled areas.
415
ILCS 5/58.2
“Natural Pathways” means
natural
physical conditions that mayallowfor
the
transport ofregulatedsubstances including,
but not limited to, soil, groundwater,
sand seams and lenses,
and gravel seams and lenses.
415
ILCS 5/58.2
“Person” means an
individual,
trust, firm, joint stock company,joint venture,
consortium,
commercial entity,
corporation (including a government
corporation), partnership,
association, state, municipality,
commission, political
subdivision ofa state, or any interstate body including the United States
government and each department,
agency, and instrumentality of the United
States.
415
ILCS
5/58.2
“Point of Human Exposure” means the points at which human exposure to
a
contaminant of concern may reasonablybe expected to occur.
The point of
human exposure is at the source, unless
an institutional control limiting human
exposure for the applicable exposure routehas been or will be in place, in which
case the point ofhuman exposure will be the boundary ofthe institutional control.
Point of human exposure maybe at a different location than the point of
compliance.
“Populated Area” means (1) an
areawithin the boundaries of a municipalitythat
has
a population of 10,000 or greater based on the year 2000 ormost recent
census: or (2) an area less than three miles from the boundary of a municipality
that has a population of 10,000 or greater based on the year 2000 or most recent
census.
“Potable” means
Lenerally fit for human consumption in accordance with
accepted water supply principles and practices.
Illinois Groundwater Protection
Act 1415 ILCS
55/3i’h)l)
“PQL” means practical quantitation limit or estimated quantitation limit, which is
the lowest
concentration that can be reliably measured within specified
limits of
precision and
accuracy for a specific laboratory analytical method during routine
laboratory operating conditions
in accordance with
“Test Methods for Evaluating
Solid Wastes, PhysicallChemical Methods”, EPA Publication No. SW-846,
incorporated by reference in
Section 742.210.
When applied
to filtered water
samples, PQL includes the method detection limit or estimated detection limit in
accordance with the applicable method revision in:
“Methods for the
Determination of Organic Compounds
in Drinking Water”, Supplement II”,
EPA
Publication No. EPA/600/4-88/039;
“Methods for the Determination ofOrganic
Compounds
in Drinking Water, Supplement III”, EPA Publication No.
EPAIÔOO/R-95/1 31, all of which are incorporated by reference in Section
742.210.
“RBCA”
means Risk Based Corrective Action as defined in ASTM E-1739-95, as
incorporated by reference in Section 742.210.
“RCRA” means the Resource Conservation and Recovery Act of 1976 (42 UTS,CT
6921).
“Reference Concentration (RfC)” means an estimate of a daily exposure, in units
of milligrams
of chemical per cubic meter of air (mg/m(3)), to the human
population (including sensitive subgroups) that is likely to be without
appreciable
risk ofdeleterious effects during
a portion of a lifetime (up to approximately
seven years, subchronic) or for a lifetime (chronic).
“Reference Dose (RID)” means an estimate of a daily exposure,
in
units of
milligrams ofchemical per kilogram ofbody weight per day (mg/kg/d), to the
human population (including sensitive subgroups) that is likely to be without
appreciable risk ofdeleterious effects during a portion of a lifetime (up to
approximately seven years, subchronic) or for a lifetime (chronic).
“Regulated Substance” means
any hazardous substance as defined under Section
101(14) of the Comprehensive Environmental Response,
Compensation,
and
Liability Act of1980
(P.L.
96-510) andpetroleum products including crude oil or
any fraction thereof natural gas, natural gas
liquids, liquefied natural gas,
or
synthetic gas usableforfuel
(or mixtures ofnatural gas and such synthetic gas).
415
ILCS
5/58.2
“Residential
Property”
means any realproperty that is usedfor habitation by
individuals,
or
where children have the opportunity for exposure to contaminants
through soil
ingestion or inhalation at educational facilities, health care facilities,
child care facilities or outdoor recreational areas.
415
ILCS
5/58.2
“Right ofWay” means
the land,
or interest therein, acquiredfor or devoted to a
highway.
(illinois Highway Code)
605
ILCS
5/2-217))
“Similar-Acting Chemicals” are chemical substances that have toxic orharmful
effect on the same specific organ or organ
system (see Appendix A.Tables
E and
F for a list of similar-acting chemicals with noncarcinogenic and carcinogenic~
effects).
“Site”
means
any single
location, place, tract ofland orparcel ofproperty,
or
portion thereof including contiguousproperty separated by a public right-of-
way.
415
ILCS
5/58.2
“Slurry Wall” means a man-madebarrier made of geologic material which is
constructed to
prevent or impede the movement ofcontamination into a certain
area.
“Soil Saturation Limit (Q~)(Gfset~”
means the contaminant concentration at
which soil pore air and pore water are saturated with the chemical and the
adsorptive limits of the soil particles have been reached.
“Solubility” means a chemical specific maximum amount ofsolute that can
dissolve in a specific amount of solvent (groundwater) at a specific temperature.
“SPLP” means Synthetic Precipitation Leaching Procedure (Method 1312) as
published in “Test Methods for Evaluating Solid Waste, Physical/Chemical
Methods”, USEPA PublicationNo. SW-846, as incorporated by reference in
Section 742.210.
“SSL” means Soil
Screening Levels as defined in USEPA’s Soil Screening
Guidance:
User’s Guide and Technical
Background Document, as incorporated by
reference in Section 742.210.
“State highway” means state highway as defined in the illinois Highway Code,
605
ILCS
5.
“Stratigraphic Unit” means a site-specific geologic unit ofnative deposited
material and/or bedrock of varying thickness (e.g., sand, gravel, silt, clay, bedrock,
etc.).
A change in
stratigraphic unit is recognized by a clearly distinct contrast in
geologic material or a change in physical features within a zone of gradation.
For
the purposes ofthis Part,
a
change in stratigraphic unit is identified by one or a
combination of differences in physical features such as texture, cementation,
fabric, composition,
density, and/or permeability of the native material and/or
bedrock.
“Street” means street as defined in the Illinois Highway Code,
605
ILCS
5.
“TCLP” means Toxicity Characteristic Leaching Procedure (Method
1311) as
published in “Test Methods for Evaluating Solid Waste, Physical/Chemical
Methods”, USEPA PublicationNo. SW-846, as incorporated
by reference in
Section 742.210.
“Toll highway” means toll highway as defined in the illinois Highway Code, 605
ILCS
5.
“Total Petroleum Hydrocarbon (TPH)” means the additive total of all petroleum
hydrocarbons found in
an analytical sample.
“Township road” means township road as defined in
the illinois Highway Code,
605 ILCS
5.
“Volatile Organic Compounds (VOCs)” means organic chemical analytes
identified as volatiles
as published in
“Test Methods
for Evaluating Solid Waste,
Physical/Chemical Methods”, USEPA Publication No. SW-846 (incorporated by
reference in
Section 742.210), method numbers 8040, 8011,
8015B80l5,
3020,
802lB802l, 8030,8031, 3240,
8260B8260,
8315A8315,
and 8316.
For analytes
not listed
in any category in those methods, those analytes which have a boiling
point less than 200°Cand
a vapor pressure greater than 0.1
Ton (mm Hg) at 200
C.
(Source:
Amended at
Ill. Reg.
__________,
effective
________________________
Section 742.2 10
Incorporations by Reference
a)
The Board incorporates the followingmaterial by reference:•
ASTM. American Society for Testing and Materials,
100 Barr Harbor Drive. West
Conshohocken, PA
19428-2959.
(610) 832-9585.
1916 Race Street, Philadelphia,
PA
19103 (215) 299 5100.
ASTM D 2974-008.7, Standard Test Methods for Moisture, Ash and
Organic Matter ofPeat and
Other Organic Soils,
approved August 10,
2000 May29,
1937
~reapproved1995).
ASTM D 2488-0093, Standard Practice for Description and Identification
of Soils
(Visual-Manual Procedure), approved February
10, 2000
September
15,
1993.
ASTM D 1556-0090, Standard Test Method for Density and Unit Weight
of Soil in Place by the Sand-Cone Method, approved March 10, 2000 June
29,
1990.
ASTM D 2167-94, Standard Test Method for Density and Unit Weight of
Soil in Place by the Rubber Balloon Method, approved March 15,
1994.
ASTM
D 2922-019+, Standard Test Methods for Density of Soil and
Soil-
Aggregate in Place by Nuclear Methods
(Shallow Depth), approved
1BQ~
10,
2001
December23,
1991.
ASTM D 2937-00e194,
Standard Test Method for Density of Soil in Place
by the Drive-Cylinder Method, approved June
10, 2000 June
15,
1994.
ASTM D 854-0292, Standard Test Methods Method for Specific Gravity
of Soil Solids by Water Pycnometer Sei4s, approved July
10. 2002
November
15,
1992.
ASTM D 2216-9892, StandardTest Method forLaboratory Determination
ofWater (Moisture) Content ofSoil and Rock by Mass,
approved
February
10,
1998 June
15,
1992.
ASTM D 4959-QQ89,
StandiM Test Method for Determination ofWater
(Moisture)
Content of Soil by Direct Heating Method, approved March
10,
2000
June 30, 1989
(reapproved 1991).
ASTM I) 4643-0093, Standard Test Method for Determination of Water
(Moisture) Content of Soil by the Microwave Oven Method, approved
February 10, 2000July
15,
1993.
ASTM D 5084-~90,Standard Test Methods Method for Measurement of
Hydraulic Conductivity of Saturated Porous Materials Using a Flexible
Wall Permeameter, approved November 1, 2003
June 29,
1990.
ASTM D 422-63 (2002), Standard Test Method for Particle-Size Analysis
of Soils,
approved November 10,2002 November 21,
1963
(reapproved
1990).
ASTM D
1140-QQ92, Standard Test Methods Method for Amount of
Material in Soils Finer than the No: 200 (75 pm) Sieve, approved June
10,
2000 November
15,
1992.
ASTM D 3017-0188, Standard Test Method for Water Content of Soil and
Rock in Place by Nuclear Methods (Shallow Depth), approved June
10,
2001 May27,
1938.
ASTM D
4525-90
(2001), Standard Test Method for Permeability of
Rocks by Flowing Air, approved May 25,
1990.
ASTM D 2487-009;, Standard
Toot Method for Classification of Soils for
Engineering Purposes (Unified Soil Classification
System), approved
March
10. 2000 September 15,
1993.
ASTM E
1527-009;,
Standard Practice for Environmental Site
Assessments: Phase I Environmental Site Assessment Process, approved
May
10, 2000 March
15,
1993.
Vol.
11.04.
ASTM
E
1739-95 (2002). Standard Guide for Risk-Based Corrective
Action Applied at Petroleum Release Sites, approved September 10,
1995.
Barnes, Donald G. and Dourson, Michael.
(1988). Reference Dose (RiD):
Description and Use in Health Risk Assessments.
Regulatory Toxicology and
Pharmacology.
8, 47 1-486.
GPO.
Superintendent ofDocuments, U.S.
Government Printing Office,
Washington, DC 20401, (202) 783-3238.
USEPA Guidelines for Carcinogenic Risk Assessment,
51
Fed. Reg.
33992-34003
(September 24:1986).
“Test Methods for Evaluating Solid Waste, Physical/Chemical Methods”,
USEPA Publication number SW-846 (Third Edition, Final Update IILk,
April
1998), as amended by Updates I, hA, III, and mA (Document No.
955-001-00000-1).
“Methods forthe Determination of Organic Compounds in Drinking
Water”, EPA Publication No. EPA/600/4-88/039 (December 1988
(Revised July
1991)).
“Methods for the Determination ofOrganic Compounds in Drinking
Water.
Supplement I”,
EPA Publication No. EPA/600/4-90/020 (July
1990).
“Methods for the Determination of Organic Compounds in Drinking
Water,
Supplement II”, EPA PublicationNo. EPA/6001R-92/129 (August
1992).
“Methods
for the Determination of Organic Compounds
in Drinking
Water,
Supplement III”,
EPA Publication No. EPA/600/R-95/1 31
(August
1995).
“Guidance for Data Ouality Assessment, Practical Methods for Data Analysis,
EPA QA/G-9, OAOO Update,” EPA/600/R-96/084 (July 2000).
Available at
www.epa.gov/c~ua1ity/gs-docs/g9-fina1.pdf.
IRIS.
Integrated Risk
Information System, National Center for Environmental
Assessment, U.S.
Environmental Protection Agency, 26 West Martin Luther King
Drive, MS-l90, Cincinnati, OH
45268, (513) 569-7254.
“Reference Dose (RfD): Description and Use in Health Risk
Assessments”, Background Document 1A (March
15,
1993).
“EPA Approach for Assessing the Risks Associated with Chronic
Exposures to Carcinogens”, Background Document 2
(January 17,
1992).
Nelson, D.W., and L.E.
Sommers.
£1982).
Total carbon, organic carbon, and
organic matter.
In:
A.L. Page (ed.), Methods of Soil Analysis.
Part
2.
Chemical
and Microbiological Properties.
2nd Edition, pp.
539-579, American Society of
Agronomy.
Madison, WI.
NTIS.
National Technical
Information Service, 5285
Port Royal
Road,
Springfield, VA 22161, (703) 487-4600.
“Calculating Upper Confidezide Limits for Exposure Point Concentrations
at Hazardous Waste Sites,” USEPA Office of Emergency and Remedial
Response, OSWER 9285.6-10 (December 2002), PB 2003-104982.
“Dermal Exposure Asse6smcnt. Prinoiplea and Applioationn”,
EPA
Publication No.
EPA’600/8
91/01 lB (Janu~’
1992).
“Exposme Faetorü Handbook”, EPA Publication No. EPAJ600/8
39/013
(July
1939).
“Exposures
Factors Handbook. Vol.
I:
General Factors”, EPA Publication
No.
EPA/600/P-95/OO2Fa (August
1997).
“Exposures Factors Handbook. Vol.
II:
Food IngestionFactors”, EPA
Publication No.
EPAI600/P-95/QO2Fb
(August
1997).
“Exposures Factors Handbook, Vol.
III:
Activity Factors”, EPA
Publication No. EPAJ600/P-95/OO2Fc
(August 1997).
“Risk Assessment Guidance for SuperThnd, Vol.
L
~Human Health
Evaluation Manual, Supplemental
Guidance:
Standard Default Exposure
Factors”, OSWER Directive 9285.6-03 (March 1991).
“Rapid Assessment of Exposure to Particulate Emissions from Surface
Contamination Sites,” EPA Publication No. EPA/600/8-85/002 (February
1985),
PB 85-192219.
“Risk Assessment Guidance for Superfund, Volume I;
Human Health
Evaluation Manual (Part A)”, Interim Final, EPA Publication No.
EPA/540/l-89/002
(December
1989).
“Risk
Assessment Guidance for Superfund, Volume
I; Human Health
Evaluation Manual, Supplemental Guidance, Dermal Risk Assessment
Interim Guidance”, Draft (August
18,
1992).
“Risk Assessment Guidance for Superfluid, Vol.
I:
Human Health
Evaluation Manual (Part E,
Supplemental Guidance for Dernial Risk
Assessment)
Interim”, EPA Publication No. EPA/5401R/99/005
(September 2001).
“Soil Screening Guidance:
Technical Background Document”, EPA
Publication No. EPA/540/R-95/128, PB 96-963502 (May 1996).
“Soil Screening Guidance:
User’s Guide”, EPA Publication No.
EPA/5401R-96/018, PB 96-963505 (April
1996).
“Superfluid Exposure Assessment Manual”, EPA Publication No.
EPA/540/1-88/001 (April
1983).
“Supplemental Guidance for Developing Soil Screening Levels for
Superfund Sites”, OSWER Directive 93 55.4-24 (December 2002).
Polynuclear Aromatic
Hydrocarbon Background Study City ofChicago, Tetra
Tech Em Inc., 200
E.
Randolph Drive.
Suite 4700,
Chicago, IL 60601.
February
24, 2003.
Polynuclear Aromatic Hydrocarbons (PAHs) in
Surface Soil in Illinois:
Background PAHs, EPRI, Palo Alto, CA, We Energies, Milwaukee, WI,
and
IEPA. Springfield,
IL:
2004.
1011376.
EPRI.
3412 Hillview Avenue, Palo
Alto,
CA 94304,
(800) 313-3774.
RCRA Facility Investigation Guidance, Interim Final, developed by USEPA (EPA
530/SW-89-031),
4 volumes (May 1989).
United States Environmental Protection Agency. Office ofEnvironmental
Information (2000).
“Guidance forData Ouality Assessment, Practical Methods
for Data Analysis,” EPA QAIG-9, OAOO update.
EPA Publication No.
EPAI600/R-96-084.
(Available online at
www.epa.gov/oswer/riskassessment’pd6’ucl.pdf).
b)
CFR (Code ofFederal Regulations).
Available from the Superintendent of
Documents,
U.S. Government Printing Office, Washington, D.C. 20402
(202)783-3238:
40 CFR 761
(1998).
c)
This Section incorporates no later editions or amendments.
(Source:
Amended at
Ill. Reg. ________,effective
_____________________
Section 742.215
Determination of Soil Attenuation Capacity
a)
The concentrations of organic contaminants ofconcern remaining
in the soil shall
not exceed the attenuation capacity ofthe soil, as determined under subsection (b)
of this Section.
b)
The soil attenuation capacity is not exceeded if:
I)
The sum ofthe organic contaminant residual concentrations analyzed for
the purposes ofthe remediation program for which the analysis is
performed,
at each discrete sampling point, is less
than the natural organic
carbon fraction ofthe soil.
If the information relative to the concentration
of other organic contaminanthis available, such information shall
be
included in the sum.
The natural
organic carbon fraction (f~)shall be
either:
A)
A default value of 6000 mg/kg for soils
within the top meter and
2000 mg/kg for soils below one meter ofthe surface; or
B)
A site-specific value
as measured by the analytical method
referenced in Appendix C, Table F, appropriately adjusted to
estimate the fraction of organic carbon, as stated in ASThI D2971
&7,
Nelson and
Sommers (1982); orby
SW
816
Method 9060:
Total Organic
Carbon, a~
incorporated by reference in
Section
712.210
2)
The total petroleum hydrocarbon concentration is less than the natural
organic carbon fraction ofthe soil as demonstrated using a method
approved by the Agency.
The method
selected shall be appropriate for the
contaminants ofconcern to be addressed; or
3)
Another method,
approved by the Agency, shows that the soil attenuation
capacity is not exceeded.
(Source:
Amended at
Ill.
Reg.
__________,
effective
________________________
Section 742.220
Determination of Soil Saturation Limit
a)
For any organic contaminant that has
a melting point below 30°C,the remediation
objective for the inhalation exposure route developed under Tier 2 shall
not
exceed the soil saturation limit, as determined under subsection (c) ofthis
Section.
b)
For any organic contaminant that has
a melting point below 3 0°C,the remediation
objective under Tier2
for the,soil component ofthe groundwater ingestion
exposure route shall not
exceed the soil saturation limit, as determined under
subsection (c) ofthis
Section.
c)
The soil saturation limit shall be:
I)
The value listed
in
Appendix A,
Table A for that specific contaminant;
2)
A value derived from Equation S29 in Appendix C, Table A;
or
3)
A value derived from another method approved by the Agency.
(Source:
Amended at
Ill. Reg.
__________,
effective
________________________
Section 742.225
Demonstration ofCompliance with Remediation Objectives
Compliance is achieved if each sample result does not exceed that respective remediation
objective unless a person elects to
proceed under subsections (c), (d) and
(e) of this
Section.
a)
Compliance with groundwaterremediation objectives developed under Subparts
D through F and H through I shall be demonstrated by comparing the contaminant
concentrations of discrete
samples at each sample point to the applicable
groundwater remediation objective.
Sample points shall be determined by the
program
under which remediation is performed.
b)
Unless the person elects to composite samples or average sampling results as
provided in subsections (c) and (d) ofthis Section, compliance with soil
remediation objectives developed under Subparts D through G and I shall be
demonstrated by comparing the contaminant concentrations ofdiscrete samples to
the applicable soil remediation objective.
1)
Except as provided in subsections (c) and (d) of this
Section, compositing
of samples is not allowed.
2)
Except as provided in subsections (c) and (d) ofthis Section, averaging of
sample results is not allowed.
3)
Notwithstanding subsections (c) and (d) ofthis Section,
compositing of
samples
and averaging of sample results is not allowed for the
construction worker population.
4)
The number ofsampling points required to demonstrate compliance is
determined by the requirements applicable to the program under which
remediation is performed.
c)
If a person chooses to
composite soil samples or average soil sample results to
demonstrate compliance relative to the soil component ofthe groundwater
ingestion exposure route, the following requirements apply:
1)
A minimum oftwo sampling locations for every
0.5
acre of contaminated
area is required, with discrete samples at each sample location obtained at
every two feet ofdepth, beginning at six inches below the ground surface
for surface contamination and at the upper limit of contamination for
subsurface contamination and continuing through the zone of
contamination.
Alternatively, a sampling method
maybe approved by the
Agency based on an appropriately designed site-specific evaluation.
Samples obtained at or below the water table shall not be used in
compositing or averaging.
2)
For contaminants ofconcem other than volatile organic contaminants:
A)
Discrete samples from the sameboring maybe compositedj.~:
B)
Discrete sample results
from the same boring maybe averaged.
3)
For volatile organic contaminants:
A)
Compositing of samples is not allowed.
B)
Discrete sample resuith from the same boring may be averaged.
41
Composite samples may not be averaged.
An arithmetic average maybe
calculated for discrete samples
collected at every two feet ofdepth through
the zone ofcontamination as specified above in Section 742.225(c~(1).
•d)
If a person chooses to composite soil
samples or average soil sample results to
demonstrate compliance relative to
the inhalation exposure route or ingestion
exposure route, the followingrequirements apply:
1)
A person shall submit a sampling plan for Agency approval, based upon a
site-specific evaluation;
2)
For volatile organic compounds, compositing ofsamples
is not allowed;
and
3)
All samples
shall be collected within the contaminated area.
4j
Composite samples may not be
averaged.
Procedures specified in
“Calculating Upper Confidence Limits for Exposure Point Concentrations
at Hazardous Waste Sites”, USEPA Office of Emergency and Remedial
Response, OSWER 9285.6-10 (December 2002), as incorporated by
reference in Section 742.210, or an alternative procedure approved by the
Agency, shall be used to determine sample averages.
e)
When averaging under this Section, if no more than 1550
of sample results
are reported as “non-detect”,
“no contamination”, “below detection limits”, or
similar terms, such results
shall be included in the averaging calculations
calculation as one-halfe4the reported analytical detection limit for the
contaminant.
However, when performing a test for normal or lognormal
distribution for the purpose of calculating a 95
Upper Confidence Limit ofthe
mean for a contaminant, a person may substitute
for each non-detect value a
randomly generated value between, but not including, zero and the reported
analytical detection limit.
Ifmore than
1Z~$O
ofsample results are “non-
detect”, procedures specified in “Guidance for Data Quality Assessment, Practical
Methods for Data Analysis,
EPA QA/G-9,
OAOO Update”, EPAI600/R-96/084
(July 2000), as incorporated by reference in Section 742.2 10.
or an
alternative
procedure approved by the Agency shall be used to address the non-detect values.
or another statistically valid procedure approved by the Agency may be used to
determine an average.
All soil samples
collected after Augtist
15,
2001, shall be reported on a dry weight
basis for the purpose ofdemonstrating compliance, with the exception ofthe
TCLP
and SPLP
and the property pH.
(Source:
Amended at 25
Ill. Reg.
10374, effective August
15, 2001)
SUBPART
C:
EXPOSURE ROUTE EVALUATIONS
Section 742.305
Contaminant Source and Free Product Determination
No exposure route shall be excluded from consideration relative to a contaminantvfconcern
unless the following requirements are met:
a)
The sum of the concentrations of all organic contaminants ofconcern shall not
exceed the attenuation capacity of the soil as determined under Section 742.2 15;
b)
The concentrations of any organic contaminants of concern remaining in the soil
shall not
exceed the soil saturation limit as determinedunder Section 742.220;
c)
Any soil which contains contaminants ofconcern shall not exhibit any ofthe
characteristics ofreactivity for hazardous waste as determined under 35
Ill. Adm.
Code 72 1.123;
d)
Any soil which contains contaminants of concern shall not exhibit
a pH less than
or equal to 2.0 or greater than or equal to
12.5,
as determined by SW-846 Method
9040B: pH Electrometric for soils with 20
or greater aqueous (moisture) content
or by SW-846 Method 9045C:
Soil pH for soils with less than 20
aqueous
(moisture) content as incorporated by reference in Section 742.210;
e)
Any soil which contains contaminants of concern in the following list ofinorganic
chemicals or their salts shall not exhibit any ofthe characteristics of toxicity for
hazardous waste
as determined by 35
111. Adm.
Code 72 1.124,
or an altemutive
method approved by the Agency:
arsenic, barium, cadmium, chromium,
lead,
mercury, selenium or silver;
and
If contaminants of concern include polychiorinated biphenyls (PCBs), the
concentration ofany PCBs in the soil
shall not exceed 50 parts per million as
determined by SW-846 Methods.
(Source:
Amended at
Ill.
Reg.
_________,
effective
______________________
Section 742.320
Groundwater Ingestion Exposure Route
I
The groundwater ingestion exposure route may be excluded from consideration if:
a)
The requirements of Sections 742.300 and
742.305 are met;
b)
The corrective action measures have been completed to remove any free product
to the maximum extent practicable;~
c)
The source ofthe release is not located within the minimum
or designated
maximum setback zone or within a regulated recharge area ofa potable water
supply well;
d)
As demonstrated in accordance with Section 742.1015, for any area within the
measured and modeled extent of groundwater contamination above what would
otherwise be the applicable Tier
1
groundwater reniediation objectives, for any
area within 2500 foot from
the courco ofthe release, an
ordinance adopted by a
unit oflocal government is in place that effectively prohibits the installation of
potable water supply wells (and the use of such wells);
e)
As
demonstrated using Equation R26, in
Appendix C, Table C, in accordance
with Section 742.810, the concentration ofany contaminant of concern in
groundwater within the minimum or designated maximum setback zone of an
existing potable water supply well will meet the applicable Tier I groundwater
remediation objective;
and
As demonstrated using
Equation R26, in Appendix C, Table C, in accordance
with
Section 742.8 10,
the concentration of any contaminant ofconcem in
groundwater
discharging into a surface water will meet the applicable surface
water quality standard under 35
III. Adm. Code 302.
(Source:
Amended at
Ill. Reg.
_________,
effective
______________________
SUBPART
D:
DETERMINING AREA BACKGROUND
Section
742.415
Use ofArea Background Concentration
a)
A person may request that area background concentration
determined pursuant to
Sections 742.405
and 742.410 be used according to the provisions ofsubsection
(b) of this Section.
Such request shall address the following:
1)
The natural orman-made pathways ofany suspected off-site
contamination reaching the site;
2)
Physical and chemical properties of suspected off-site contaminants of
concern reaching the site;
and
3)
The location and justification of all background
sampling points.
b)
Except as specified in
subsections (c) and (d) of this Section,
an area background
concentration may be used as follows:
1)
To support a request to
exclude a chemical as a contaminant of concern
from further consideration
for remediation at a site due to its presence as a
result ofbackground
conditions; or
2)
As
a remediation objective for a contaminant of concern at a site in lieu of
an objective developed pursuant to the other procedures of this Part.
c)
An area background concentration shall not be used
in
the event that theAgency
has determined in writing that the background level for a regulated substance
poses an acute threat to
human health or the environment at the site when
consideringthe post-remedial action land use.
IN THE EVENT THAT THE
AGENCY HAS DETERMINED IN WRiTING THAT THE BACKGROUND
LEVEL FOR A REGULATED SUBSTANCE POSES AN ACUTE THREAT
TO
HUMAN HEALTH OR THE ENVIRONMENT AT THE
SITE WHEN
CONSIDERING THE
POST REMEDLM.J ACTION LAND USE. (Section
58.5(b)(3) of the Act)
d)
In the event that the concentration of a regulated substance ofconcern on the site
exceeds
a remediation objective adopted by the Board for residential land use,
the
property maynot be converted to residential use unless such remediation
objective or an alternative risk-basedremediation objective for that regulated
substance ofconcern is first achieved.
INTHE
EVENT THAT THE
CONCENTRATION OF A REGULATED SUBSTANCE OF CONCERN ON
THE SITE EXCEEDS
A REMEDL~TIONOBJECTWE S~OPTEDBY THE
BOARD FOR RESDENTL~L
LAND USE,
THE PROPERfl’ ~t&Y NOT BE
CO?~ERTEDTO RESIDENTL~L
USE UNLESS
SUCH REMEDL~T1ON
OBJECTIVE OR AN ALTERNATIVE RISK BASED REMEDIATION
OBJECTIVE FOR THAT REGULATED SUBSTANCE
OF CONCERN-IS
FIRST ACHIEVED.
If the land use is restricted, there shall be an institutional
control in place
in accordance with Subpart J. (Section 58.5(b)(2) ofthe Act)
(Source:
Amended at
Ill. Reg.
_________,
effective
______________________
SUBPART
E:
TIER
1
EVALUATION
Section 742.5 10
Tier
1
Remediation Objectives Tables
a)
Soil remediation objectives are listed
in Appendix B, Tables A,
B,
C and D.
1)
Appendix B, Table A is based upon residential property use.
A)
The first
column to the right of the chemical name lists soil
remediation objectives for the soil
ingestion exposure route.
B)
The second column lists the soil remediation objectives for the
inhalation exposure route.
C)
The third and fourth columns list soil remediation objectives for
the soil component ofthe groundwater ingestion exposure route for
the respective classe~
hf groundwater:
i)
Class I groundwater;
and
ii)
Class II groundwater.
D)
The final colunm lists the Acceptable Detection Limit (ADL), only
where applicable.
2)
Appendix B, Table B is based upon industriaJcommercial
property use.
A)
The first
and third columns to
the right ofthe chemical name list
the soil remediation objectives for the soil ingestion exposure route
based on two receptor populations:
i)
Industriallcommercial; and
ii)
Construction worker.
B)
The second and fourth columns
to the right ofthe chemical name
list the soil remediation objectives for the inhalation exposure
route based on two receptor populations:
i)
Industrial/commercial; and
ii)
Construction worker.
C)
The fifth and sixth columns to the right of the chemical name list
the soil remediation objectives for the soil component ofthe
groundwater ingestion
exposure route for two classes of
groundwater:
i)
Class I groundwater; and
ii)
Class II groundwater.
3)
Appendix
B, Tables
C and D set forth pH specific soil remediation
objectives for inorganic and ionizing organic chemicals for the soil
component ofthe groundwater ingestion route.
A)
Table C sets forth remediation objectives based on Class I
groundwater and Table D
sets forth remediation objectives based
on Class II groundwater.
B)
The first column
in Tables C and D lists the chemical names.
C)
The second through ninth columns to the right ofthe chemical
names list the pH based soil remediation objectives.
4)
For the inorganic chemicals listed in Appendix B, Tables A and B, the soil
component ofthe groundwater ingestion exposure route shall be evaluated
using TCLP (SW-846 Method 1311) or SPLP (SW-846 Method
1312),
incorporated by reference at Section 742.2 10 unless a person chooses to
evaluate the soil
component on the basis ofthe total amount of
contaminant in
a soil sample result in accordance with subsection
(a)(5) of
this
Section.
5)
For those inorganic and ionizing organic chemicals listed
in Appendix B,
Tables C and D, if a person elects to evaluate the soil component ofthe
groundwater ingestion exposure routebased on the total amount of
contaminant in
a soil sample result (rather than TCLP
or SPLP
analysis),
the person shall detennine the soil pH at the site and then select the
appropriate soil remediation objectives based on Class I and Class II
groundwaters from Tables
C and D, respectively.
If the soil pH is less
than
4.5
or greater than 9.0
&O, then Tables C and D cannot be used.
6)
Unless one or more exposure routes are excluded from consideration under
Subpart
C, the most stringent soil remediation objective of the exposure
routes (i.e.,
soil ingestion exposure route, inhalation exposure route, and
soil
component ofthe groundwater ingestion exposure route) shall be
compared to the concentrations ofsoil contaminants of concernmeasured
at the site.
When using Appendix B,
Table B to
select
soil remediation
objectives for the ingestion exposure route and inhalation exposure route,
the remediation
objective shall be the more stringent soil remediation
objective ofthe industriallcommercial populations
and construction
worker populations.
7)
Confirmation sample results may be averaged or soil samples may be
composited in accordance with Section 742.225.
8)
Ifa soil remediation objective for a chemical is less than the ADL, the
ADL shall serve as the soil remediation objective.
b)
Groundwater remediation objectives forthe groundwater component of the
groundwater ingestion exposure route are listed
in Appendix B,
Table
E.
However, Appendix B, Table
B must be corrected for cumulative effect of
mixtures of similar-acting noncarcinogenic chemicals as set forth in
Section
742.505(b)(3).
1)
The first column
to
the right of the chemical name lists groundwater
remediation objectives for Class I groundwater,
and the second column
lists
the groundwater remediation objectives for Class
II groundwater.
2)
To use Appendix
B, Table E ofthis Part,
the 35
fll. Adm.
Code 620
classification for groundwater at the site shall be determined.
The
concentrations ofgroundwater
contaminants of concem at the site are
compared to
the applicable Tier
1
groundwater remediation objectives for
the groundwater component ofthe groundwater ingestion exposure route
in Appendix B, Table
E.
c)
For contaminants of concern not listed in Ap~iendix
B, Tables A, B and E,
a
person may request site-specific reniediation objectives from the Agency or
propose site-specific remediation objectives in accordance with 35 Ill. Adm.
Code
620, Subpart I ofthis Part, orboth.
(Source:
Amended at
Ill. Reg.
_________,
effective
______________________
SUBPART
H:
TIER 2 GROUNDWATER EVALUATION
Section 742.805
Tier 2 Groundwater Remediation Objectives
a)
To
develop a groundwater remediation objective under this Section that exceeds
the applicable Tier
1
groundwater remediation objective, or for which there is
no
TierI groundwater remediation objective, a person may request approval from
the
Agency if the personhas performed the following:
1)
Identified the horizontal and vertical extent of groundwater for which the
Tier 2 groundwater remediation objective is sought;
2)
Taken corrective action, to the maximum extent practicable to remove
any
free product;
3)
Using Equation R26 in accordance with
Section 742.810, demonstrated
that the concentration of any contaminant ofconcern in groundwater will
meet:
A)
The applicable Tier
1
groundwater remediation objective at the
point ofhuman exposure; or
B)
For any contaminant ofconcern for which there is no Tier
1
groundwater remediation objective, the concentration determined
according to the procedures specified in 35
Ill.
Adm.
Code 620 at
the point ofhuman exposure.
A person may request the Agency to
provide these concentrations or may propose these concentrations
under Subpart I;
4)
Using Equation R26 in accordance with Section 742.8 10, demonstrated
that the concentration ofany contaminant ofconcern in groundwater
within the minimum or designated maximum setback zone ofan
existing
potable water supply well will meet the applicable Tier
1
groundwater
remediation objective or~
if there is no Tier
1
groundwater remediation
objective, the concentration 4etermined according to the procedures
specified in 35
Ill. Adm.
Code 620.
A person may request the Agency to
provide these concentrations or may propose these concentrations under
Subpart I;
5)
Using Equation R26 in accordance with Section 742.810, demonstrated
that the concentration ofany contaminant of concern in groundwater
discharging into a surface water will meet the applicable water quality
standardunder 35
Ill. Adm.
Code 302;
6)
Demonstrated that the source of the release is not located within the
minimum or designated maximum setback zone or within a regulated
recharge area of an
existing potable water supply well;
and
7)
If the selected
corrective action includes an
engineered barrier as set
forth
in Subpart K to minimize migration ofcontaminant of concem from the
soil to
the groundwater, demonstrated that the engineered barrier will
remain in place for post-remediation landuse through an institutional
control as set forth in Subpart
3.
b)
A groundwater remediation objective that exceeds the water solubility of that
chemical (refer to Appendix C, Table E for solubility values)
is not allowed.
c)
The contaminants ofconcern for which a Tier
1
remediation objective has been
developed shall be included in
any mixture of similar-acting chemicals under
consideration in Tier 2.
The evaluation of 35111. Adm.
Code
620.615
regarding
mixtures ofsimilar-acting chemicals shall be considered satisfied for Class
I
groundwater at the point ofhuman exposure if either of the following
requirements
are achieved:
1)
Calculate the weighted average using the following equations:
X1
X2
x,
X,,
ave
WÔi~~
CUOx2
~
CUOx3
~
CUOXa
where:
Wave
=
Weighted Average
x1
through xa
=
Concentration ofeach individual contaminant at
the location ofconcem. Note that, depending on
the target organ, the actual number of
contaminants will range from 2
to 3344.
CUOxa
=
A Tier
1
or Tier2 remediation objective must be
developed for each
Xa.
A)
Ifthe value of the weighted average calculated in accordance with
the equations above is less than or equal
to
1.0, then the
remediation objectives- are met for those chemicals.
B)
If the value of the weighted average calculated in accordance with
the equations above is greater than
1.0, then additional remediation
must b~
carried out until the level of contaminants remaining in
the
remediated
areahave a weighted average calculated in accordance
with the equation above less than or equal to one; or
2)
Divide each individual chemicals remediation objective by the number of
chemicals in that specific target organ group that were detected at the site.
Each ofthe contaminant concentrations at the site is then compared to
the
remediation objectives that have been adjustedto account for this potential
additivity.
d)
The evaluation of 35
fli.
Adm.
Code 620.615 regarding mixtures of similar-acting
chemicals are considered satisfied if the cumulative risk from any contaminant(s)
ofconcem listed
in Appendix A, Table H,
plus any other contaminant(s) of
concern detected in groundwater and
listed in Appendix A, Table F as affecting
the same target organ/organ system as the contaminant(s) of concem detected
from Appendix A, Table H, does not exceed
1
in 10,000.
(Source:
Amended at
111. Reg.
_________,
effective
______________________
SUBPART
I:
TIER 3
EVALUATION
Section 742.900
Tier 3
Evaluation Overview
a)
Tier 3
sets forth a flexible framework to develop remediation
objectives outside of
the requirements ofTiers
1 and
2.
Although Tier
1
and Tier 2 evaluations are not
prerequisites to
conduct Tier 3
evaluations, data from Tier I and Tier 2 can assist
in
developing remediation
objectives under a Tier 3
evaluation.
b)
The level of detail required to adequately characterize a site depends
on the
particular use ofTier 3.
Tier 3
can require additional investigative efforts beyond
those described in Tier 2
to characterize the physical setting ofthe site.
However,
in situations where remedial efforts have simply reached a physical obstruction
additional
investigation may not be necessaxy for a Tier 3
submittal.
c)
Situations that can be considered for a Tier 3
evaluation include, but are not
limited to:
1)
Modification ofparameters not allowed under Tier 2;
2)
Use of models different from those used in Tier 2;
3)
Use of additional site data to
improve or confirm predictions of exposed
receptors to
contaminants of concem;
4)
Analysis ofsite-specific risks using formal risk assessment, probabilistic
data analysis, and sophisticated fate and transportmodels (e.g., requesting
a target hazard quotient greater than
1
or a target cancer risk greater than
1
in
1,000,000);
5)
Requests for site-specific remediation objectivesbecause an assessment
indicates further remediation is not practical;
6)
Incomplete human exposure pathway(s) not excluded under Subpart C;
7)
Use of toxicological-specific informationnot available from the sources
listed
in Tier 2;
8)
Land uses which are substantially different from the assumed residential or
industrial/commercial property uses of a site (e.g.,
a site will be used for
recreation in the future and cannot be evaluated in Ij~Tierz
1 or 2);
and
9)
Requests for site-specific remediation objectives that which exceed Tier 1
groundwater remediation objectives so long as the following is
demonstrated:
A)
To the extentpractical,
the exceedance of the groundwater quality
standard has been minimized and beneficial use appropriate to
the
groundwater
that was impacted has been returned; and
B)
Any threat to human health or the environment has been
minimized.
415
ILCS 5/58.5(4D)(4)(A)
d)
For requests of a target cancer risk rangingbetween
1
in
1,000,000 and
I in
10,000 at the point ofhuman exposure or a target hazard quotient greater than
1
at
the point ofhuman exposure, the requirements ofSection
742.915
shall be
followed.
Requests for a target cancer risk exceeding
1
in
10,000
at the point of
human exposure are not allowed.
e)
Requests for approval of a Tier 3
evaluation must be submitted to the Agency for
review under the specific program under
which remediation is performed.
When
reviewing a submittal under Tier 3, the Agency shall consider
whether the
interpretations
and conclusions reached are supported by
the information
gathered.
415
ILCS
58.7(e)(l).
The Agency shall
approve a Tier 3
evaluation if
the person submits
the information required under this Part and establishes
through such information that public health is protected
and that specified risks to
human health
and the environmenthave been minimized.
0
If contaminants of concem include polychiorinated biphenyls (PCB5), requests for
approval of a Tier 3
evaluation must additionally address the applicability of40
CFR 761.
(Source:
Amended at
fli.
Reg.
________,
effective
_____________________
SUBPART
3:
INSTITUTIONAL CONTROLS
Section 742.1000
Institutional Controls
a)
Institutional
controls in accordance with this
Subpart must be placed on the
property when remediation objectives are based on any of the following
assmnptions:
I
1)
IndustriaiiCommercial property use;
2)
Target cancer risk greater than
1
in 1,000,000;
3)
Target hazard quotient greater than
1;
4)
Engineered barriers;
5)
•The point of human exposure is located at a place other than at the source;
6)
Exclusion of exposure routes; or
7)
Any combination of the above.
b)
The Agency shall not approve any remediation objective under this Part that
is
based on the use of institutional controls unless the person has proposed
institutional
controls meeting the requirements of this
Subpart and the
requirements ofthe specific program under which the institutional control is
proposed.
A proposal far approval of institutional controls shall provide
identification ofthe selected institutional controls from
among the types
recognized in this
Subpart.
c)
The following instruments maybe institutional controls subject to
the
requirements of this Subpart
J and
therequirements ofthe specific program under
which the institutional control is proposed:
1)
No Further Remediation Letters;
2)
Environmental Land Use Controls;
-
3)
Land Use Control Memoranda Memorandums of Agreement;
4)
Ordinances adopted and administered by a unit of local government; ae4
5)
Agreements between a property owner (or, in the case of a petroleum
leaking underground storage tank, the owner or operator of the tank) and a
highway authority with respect to any contamination remaining under
highways~
and7
~j
Agreements between a highway authority, which is also the property
owner (or, in the case of a petroleum leaking underground storage tank,
the owner or operator of the tank) and the Agency with respect to any
contamination remaining under the highways.
d)
No Further Remediation Letters and Environmental Land Use Controls that meet
the requirements ofthis
Subpart and the recording requirements of the program
under which remediation is being performed are transferred with the property.
(Source:
Amended at
Ill. Reg.
_________,
effective
______________________
Section 742.1010
Environmental Land Use Controls
a)
An Environmental Land Use Control (ELUC) is an institutional control that may
be used under this
Part to impose land use limitations or requirements related to
environmental contamination.
ELUCs are only effective when approved by the
Agency in accordance with this Part.
Activities or uses that maybe limited or
required include, but are not limited to, prohibition ofuse of groundwater for
potable purposes, restriction to industrial/commercial uses, operation or
maintenance ofengineered barriers, or worker safety plans.
ELUCs may be used
in the following circumstances:
1)
When No Further Remediation Letters are not
available, including but not
limited
to when contamination has migrated off-site or outside the
remediation site; or
2)
When No Further Remediation Letters are not issued under the program
for which a person is undergoing rcmcdiaton remediation.
b)
Recording requirements:
1)
An ELUC approved by the Agency pursuant to
this Section must be
recorded in the Office ofthe Recorder or Registrar of Titles for the county
in which the property that
is the subject of the ELUC is located.
A
copy of
the ELUC demonstrating that it has been recorded must be submitted to
the Agency before the Agency will issue a no further remediation
determination.
2)
An ELUC
approved under this
Section will not become effective until
officially recorded in the chain of title for the property that is the subject of
the ELUC in
accordance with subsection (b)(1) ofthis Section.
3)
Reference to the recorded ELUC must be made in the instrument
memorializing the Agency’s no further remediation determination.
Recording ofthe no further remediation
determination and confirmation of
recording must be in
accordance with the requirements of the program
under which the determination was issued.
4)
The requirements ofthis
Section
do not apply to
Federally Owned
Property for which the Federal Landholding Entity does not have the
authority under federal law to
record landuse limitations on the chain of
title.
5)
The requirements ofthis
Section apply only to
those sites for which
a
request for a no further remediation determination has not yet been made
to
the Agency by January 6,
2001.
c)
Duration:
1)
Except as provided
in this subsection (c),
an ELUC shall remain in effect
in perpetuity.
2)
At no time shall any sitefor which an ELUC
hasbeen imposedas a result
of remediation activities
under
this Part
be used in
a manner inconsistent
with the land use limitation unless attainment ofobjectives appropriate for
the new land use
is
achieved
and a new
no
further remediation
determination has been
obtained and recorded in accordance with
the
program under which the ELUC
was first imposed or the Site Remediation
Program (35
HI. Adm.
Code 740).
415
ILCS 58.8(c).
In addition, the
appropriate release
or modification of the ELUC
must be prepared by the
Agency and filed on the chain oftitle for the property that
is the subject of
the ELUC.
-
A)
For a Leaking Underground Storage Tank (LUST) site under 35
Ill.
Adm.
Code 731
or 732 or a Site Remediation Program site under
35 Ill.
Adm.
Code 740,
an ELUC may be released or modified only
if the NFR Letter is also modified under the LUST or Site
Remediation Program to reflect the change;
B)
For a RCRA site under 35
111. Adm.
Code 721
730, an ELUC may
be released or modified
only if there is also by-an amended
certification of closure or a permit modification.
3)
In addition to
any otherremedies that maybe available,
a failure to comply
with the limitations or requirements of an ELUC may result in voidance of
an Agency no further remediation determination in accordance with the
program under which the determination was made.
The failure to
comply
with the limitations or requirements of an ELUC may also be grounds for
an enforcement abtion pursuant to Title VIII ofthe Act.
d)
An ELUC submitted to the Agency must match the form and contain the same
substance, except forvariable elemeiits
(e.g.. name ofproperty owner), as the
model in Appendix F and must contain the following elements:
1)
Name ofproperty owners and declaration ofproperty ownership;
2)
Identification of the property to which the ELUC
applies by common
address, legal description, and Real Estate Tax IndexlParcel Index
Number;
3)
A reference to the Bureau of Land LPC numbers
or 10-digit identification
numbers under which the remediation was conducted;
4)
A statement ofthe reason for the land use limitation or requirement
relative to protecting human health and the surrounding environment from
soil, groundwater, and/or other environmental contamination;
5)
The language instituting such land use limitations or requirements;
6)
A statement that the limitations
or requirements apply to the current
owners, occupants, and all heirs,
successors, assigns, and lessees;
7)
A statement that the limitations or requirements apply in perpetuity or
until:
A)
The Agency determines that there is no longer a need for the
ELUC; The Agency issues a new no th~erremediation
determination approving modification or removal of the limitations
or requirements; and
B)
The Agency, upon
written request, issues to the site that received
the no
further remediation determination that relies on the ELUC a
new no further remediation determination approving modification
or removal ofthe limitations
or requirements;
and A release or
modification ofthe land use limitation is
filed on the chain of title
for the property that is the subject ofthe ELUC
Q
The new no further remediation determination is filed on the chain
oftitle of the site subject to the no further remediation
determination; and
~j
A release or modification of the land use limitation is filed on the
chain oftitle for the property that is the subject of the ELUC
8)
Scaled site maps showing:
A)
The legal boundary ofthe property to which the ELUC
applies;
B)
The horizontal
and
veftical extent of contaminants ofconcern
above applicable remediation objectives for soil and groundwater
to which the ELUC applies;
C)
Any physical features to which an ELUC applies (e.g., engineered
barriers, monitoring wells, caps);
and
D)
The nature, location ofthe source, and direction of movement of
the contaminants ofconcern;
9)
A statement that
any information regarding the remediation performed on
the propertyfor which the ELUC is necessary may be obtained from the
Agency through a request under the Freedom ofInformation Act
5
ILCS
140
and rules promulgated thereunder;
and
10)
The dated, notarized signatures of the property owners or authorized agent.
(Source:
Amended at
—
Ill.
Reg.
________,
effective
_____________________
Section 742.1012
Federally Owned Property:
Land Use Control Memoranda Memorandums
of Agreement
a)
A Land Use Control Memorandum ofAgreement (LUC MOA) between one or
more agencies of the federal government and the fllinois Environmental
Protection Agency is
ffi~
m~
institutional control that ~jj
may be used under this
Part to impose land use limitations
or restrictions related to environmental
contamination on Federally Owned Property.
A LUC MOA may be used only for
Federally Owned Property.
Each LUC MOA, at a minimum, must require that the
Federal Landholding Entities responsible for the Federally Owned Property do
the
-
following:
1)
Provide adequate identification ofthe location on the Federally Owned
Property ofeach site with land use limitations or requirements.
Such
identification shall be by means of common address, notations
in any
available facility masterland useplan, site specific (US or GPS
coordinates, plat maps, or any other means which identifies the site in
question with particularity;
2)
Implement periodic site inspection procedures to ensure adequate
oversight by the Federal Landholding Entities of such land use limitation
or requirement;
3)
Implement procedures for the Federal Landholding Entities to periodically
advise the Agency ofcontinued compliance with the maintenance of the
land use control and site inspection requirements included in the LUC
MOA;
4)
Implement procedures for tEe-Federal Landholding Entities to notify the
Agency of any planned or emergency changes in land use that may
adversely impact any site with land use limitations or requirements; and
5)
Notify the Agency at least 60 days in advance ofa conveyance by deed or
fee simple title, by the Federal Landholding Entities, of a site(s) with land
use limitations or requirements, to any entity that will not remain or
become a Federal Landholding Entity, and provide the Agency with
information about how the Federal Landholding Entities will ensure that
the requirements of Section 742.101 0-are to be
satisfied upon conveyance
of that site(s).
b)
Any LUC MOA entered into pursuant to this Section remains effective only so
long as title to the affected property is retainedby the United States.
(Source:
Amended at
111. Reg.
~,
effective
_____________________
Section 742.1015
Ordinances
a)
An ordinance adopted by a unit oflocal government that effectively prohibits the
installation of potable water supply wells (and the use of such wells) may be used
as
an institutional control to meet the requirements of Section 742.320(d) or
742.805(a)(3) if the requirements of this
Section are met.
A model ordinance is
found in Appendix 0.
Ordinances prohibiting the installation ofpotable water
supply wells
(and the use ofsuch wells)
that do
not expressly prohibit the
installation of potable water supply wells (and the use of such wells) by units of
local government may be acceptable as institutional
controls if the requirements of
this
Section are met and a Memorandum ofUnderstanding (MOU) is entered into
under subsection (i) ofthis Section.
For purposes of this Section,
a unit of local
government is considered to be expressly prohibited from
installing and using
potable water supply wells only if theunit of local
government
is included in the
prohibition provision by name.
The prohibition required by this Section shall
satisfy the following requirements
at a minimum:
fl
The prohibition shall not allow exceptions for potable water well
installation and use other than for the adopting unit of local government
~j
The prohibition shall apply at all depths
and shall not be limited
to
particular aquifers
or other
geologic formations
~
Ifthe prohibition does not apply everywhere within the boundaries ofthe
unit oflocal
government, the limited area to
which the prohibition applies
shall be easily identifiable and clearly defined by the ordinance (e.g.,
narrative descriptions accompanied by maps with legends or labels
showing prohibition boundaries, narrative descriptions using
fixed,
common reference points such as street names).
Boundaries of
prohibitions
limited by area shall be fixed by the terms ofthe ordinance
and shall not be subject to change without amending the ordinance in
which the prohibition has been adopted (e.g., no boundaries defined with
reference to
zoning districts or the availability of the public water supply)
and
4.i
The prohibition shall not in any wayrestrict or limit the Agency’s approval
ofthe use of the ordinance as an institutional control pursuant to this
Part
(e.g., no restrictions based on remediation program participation,
no
restrictions on persons performing remediation within the prohibition area
who may use the ordinance).
b)
A request for approval of a local ordinance as an institutional control shall provide
the following:
1)
A copy of the ordinance restricting groundwater use certified by an official
ofthe unit oflocal government in which
the site is located that it is
a true
and accurate copyof the ordinance, unless the Agency and the unit oflocal
government have entered an agreement under subsection (i) of this
Section, in which case the request may alternatively reference the MOU.
The ordinance must demonstrate that potable use ofgroundwater
from
potable water supply wells is prohibited;
2)
A scaled map(s)
delineating the area and extent of groundwater
contamination modeled above the applicable remediation objectives
including
any measured data showing concentrations ofcontaminants of
concern in which the applicable remediation objectives are exceeded;
3)
A scaled map delineating the boundaries of all properties under which
groundwater is located which exceeds the applicable groundwater
remediation objectives;
-
4)
Information identifying the current owner(s) of each property identified in
subsection (b)(3) ofthis
Section;
and
5)
A copy ofthe proposed written notification submission
to the unit oflocal
government that adopted the ordinance and to the current owners
identified in subsection (b)(4) ofthis
Section that includes the following
information:
of the information rcquirod in subsections (b)(l) through
(bXl).
Within
15
days from the date the Agency’s no
further remediation
determination is recorded, the person who requested to use the ordinance
as
an institutional control must submit proof to the Agency of the notice to
the property owners identified in subsection (b)Q1).
~)
The name and address ofthe unit oflocal government that adopted
the ordinance
~)
The ordinance’s citation
Q
A description of the propertybeing sent notice by adequate legal
description, reference to a plat showing the boundaries of the
property, or by accurate street address
Pi
Identificationof the
partyrequesting
tQ
use the groundwater
ordinance as
an institutional control, and a statement that the party
has requested approval from the Agency to
use the ordinance as an
institutional control
~
A statement that use ofthe ordinance as
an institutional control
allows contamination above groundwater ingestion remediation
objectives to
remain in groundwater beneath the affected
properties, and that the ordinance strictly prohibits human and
domestic consumption of the groundwater
D
A statement as to the nature of the release and response action with
the site name, site address, and Agency site number or flhinois
inventory identification number; and
Q)
A statement that more information about the remediation site may
be obtained by contacting the party requesting the use of the
groundwater ordinance as an institutional control or by submitting
a FOIA request to the Agency.
c)
Written notification proposed pursuant to
subsection (b)(5) of this Section must
be
sent to
the unit of local
government that
adopted the ordinance
as well as all
current property owners identified in subsection (b)(4).
Each ofthe property
owners identified in subsection (b)(1) of this
Section and the unit of local
government must receive written notification from the party desiring to usc the
institutional control that groundwater romediation objectives have been approved
by the Agency.
Written proofthat the notification was
sent to
the unit oflocal
government
and the property owners of this notification shall be submitted to the
Agency within 45
days from the date the Agency’s no further remediation
determination
is recorded.
Such proofmay consist of the return card from
certified mail, return receipt requested, a notarized certificate of service, or a
notarized affidavit.
The hotifleation shall include:
-13
The name and address of the unit of local government
23
The citation to
the ordinance
33
A description ofthe property being sent notice by adequate legal
description
or by reference to
a plat showing the boundaries
4)
A statement that the ordinance restricting groundwater use has been used
by the Agency in reviewing a request for a groundwater remediation
objective
5)
A statement as to
the nature of the release and response action with the site
name, address, and Agency site number or illinois inventor; identification
number; and
6)
A statement as to
where more information maybe obtained regarding the
ordinance.
d)
Unless the Agency and
the unit oflocal government have
entered into a MOU
under subsection (i) ofthis Section,
the current owner or successors in interest of
a site who have received approval ofuse ofan ordinance as an
institutional
control under this Section shall:
1)
Monitor activities of the unit oflocal government relative to variance
requests or changes in the ordinance relative to the use of potable
groundwater at properties identified in subsection (b)(3) ofthis
Section;
and
2)
Notify the Agency ofany approved variance requests or ordinance
changes
within 30 days after the date such action has been approved.
e)
The information required in subsections (b)(1) through (b)(5) ofthis
Section and
the Agency letter approving the groundwater remediation objective shall be
submitted to the unit of local government.
Proofthat the information has been
filed with the unit oflocal government shall be provided to the Agency.
Any ordinance or MOU used as an institutional control pursuant to
this Section
shall
be recorded in the Office ofthe Recorder or Registrar of Titles of the county
in which the site is located together with the instrument memorializing the
Agency’s no further remediation determination pursuant to the specific program
within 45
days after receipt of the Agency’s no further remediation determination.
g)
An institutional control approved under this
Section shall not become effective
until
officiallyrecorded in accordance with subsection (t) ofthis Section.
The
person receiving the approval shall obtain and submit to the Agency within 30
days after recording a copy ofthe institutional control demonstrating that it has
been recorded.
h)
The following shall be grounds forvoidance of the ordinance as
an institutional
control and
the instrument memorializing the Agency’s no further remediation
determination:
1)
Modification ofthe ordinance by the unit of local government to
allow
potable use ofgroundwater;
2)
Approval of a site-specific request, such as a variance, to
allow potable use
of groundwater at a site identified in subsection (b)(3) ofthis Section; ec
3)
Violation of the terms ofan institutional control recorded under Section
742.1005 or Section 742.lOlOj~
4j
Failure to provide notification and proofof such notification pursuant to
subsection
(c) of this Section.
i)
The Agency and a unit of local government may enter into a MOU under this
Section if the unit oflocal government has adopted an ordinance satisfying
subsection (a) ofthis
Section and if the requirements of this subsection are met.
The MOU submitted to the Agency must match the form and
contain the same
substance as the model
in Appendix H and shall include the following:
1)
Identification of the authority ofthe unit of local government to
enter the
MOU;
2)
Identification ofthe legal boundaries, or equivalent, under which the
ordinance is applicable;
3)
A certified copy ofthe ordinance;
4)
A commitment by the unit of local government to notify the Agency ofany
variance requests or proposed ordinance changes
at least 30 days prior to
the date the local
government is scheduled to take action on the request or
proposed change;
5)
A commitment by the unit of local government to maintain
a registry of all
sites within the unit of local government that have received no further
remediation determinations pursuant to specific programs~
and
6)
If the ordinance does not expressly prohibit the installation ofpotable
water supply wells (and the use of such wells) by units of local
government, a commitment by the unit of local government:
A)
To review the registry of sites established under subsection
(i)(5)
ofthis
Section prior to siting potable water supply wells within the
area covered by the ordinance;
B)
To determine whether the potential
source ofpotable water may be
or has been affected by contamination left in place
at those sites;
and
C)
To take whatever steps are necessary to
ensure that the potential
source ofpotable water is protected from the contamination or
treated before it is used as a potable water supply.
(Source:
Amended at
ill. Reg.
_________,
effective
______________________
Section 742.1020
Highway Authority Agreements and Highway Authority Agreement
Memoranda ofAgreement
a)
An agreement with a highway authority may be used as an institutional control
where the requirements of this Section are met and the Agency has detennined
that no further remediation is required as to the property(ies) to which the
agreement is to apply.
Highway Authority Agreements submitted to the Agency
must match the form and contain the same substance, except for variable
elements, as the model in Appendix D.
b)
As
part of the agreement the highway authority
shall agree to:
1)
Prohibit the use ofgroundwater under the highway right ofway that
is
contaminated
above residential Tier
1
remediation objectives from the
release as a potable supply ofwater; and
2)
Limit access to
soil contamination under the highway right of way that is
contaminated above residential Tier I or construction worker remediation
objectives, whichever is less, from the release.
Access to
soil
contamination may be allowed if, during and after any access, public
health and the environment are protected.
c)
The agreement shall provide the following:
1)
Fully executed signature blocks by the highway authority and the owner of
the property (or, in the case ofa petroleum leaking underground storage
tarik, the owner or operator of the tank)
from which the release occurred;
2)
A scaled map delineating the area and extent of soil
and groundwater
contamination above the applicable Tier
1
remediation objectives or a
statement that either soil or groundwater is not contaminated above the
applicable Tier
1
residential remediation objectives;
3)
Information showing the concentration of contaminants ofconcern within
the zone in which the applicable Tier
1 remediation objectives are
exceeded;
4)
A stipulation of the information required by subsections (c)(2)
and (3) of
this
Section
in the agreement if it is not practical to obtain the information
by sampling the highway right-of-way; and
5)
Information identifying the highway authority havingjurisdiction.
d)
Highway Authority Agreements must be referenced in the instrument that
is to be
recorded on the chain oftitle for the remediation property.
e)
Violation of the terms ofan Agreement approved by the Agency as an
institutional
control under this Section shall be grounds for voidance ofthe
Agreement as an
institutional control and the instrument memorializing the
Agency’s no further remediation
determination.
f)
Failure to provide all ofthe information required in subsections (b) and (e) of this
Section will be grounds for denial ofthe Highway Authority Agreement as an
institutional
control.
g)
In instances where the highway authority is
also the property owner ofthe site,
a
Highway Authority Agreement may not be used.
In such cases, the highway
authority shall instead enter into a Highway Authority Agreement Memorandum
ofARreement (HAA MOA) between the highway authority and the Agency.
An
HAA MOA maybe used as art institutional control where the requirements of this
Section are met and the Agency has determined that no further remediation is
required as to the property(ies’) to which the agreement is to
apply.
HAA MOAs
submitted to the Agency must match the form and contain the same substance,
except for variable elements,
as the model in Appendix E.
h)
As part ofthe HAA MOA the highway authority shall agree to:
j)
Prohibit the use ofgroundwater under the highway right of way that
is
contaminated above residential Tier
1
or construction worker remediation
objectives, whichever are
less, from the release as a potable supply of
water; and
2)
Limit
access to soil contamination under the highway right of way that is
contaminated above residential Tier
1
or construction worker remediation
objectives, whichever are less,
from the release.
Access to
soil
contamination may be allowed if, during and after any access, public
health and the environment are protected.
The HAA MOA shall provide the following:
fl
Information identifying the site by common address or legal description or
both
~)
The Illinois Emergency Management Agency’s (JEMA) incident number
for the site, if one has been assigned
fl
A scaled map delineating the current and estimated future area and
extent
of soil and
groundwater contamination above the applicable Tier
1 or
construction worker remediation objectives, whichever are less, or a
statement that either soil or groundwater is not
contaminated above the
applicable Tier
1
residential remediation objectives
4)
Information preparedby the highway authority that lists
each contaminant
of concern that exceeds its Tier
1
residential or construction worker
remediation objective, its Tier
1
residential remediation objective, and its
concentrations within the zone where Tier
1 residential or construction
worker remediation objectives, whichever are less, are exceeded
5)
A scaled map prepared by the highway authority showing the area ofthe
highway authority’s right ofway that is
governed by the HAA MOA
~j
If samples have not been collected within the right of waybecause of
impracticability, a stipulation by the Parties that, based on modeling, soil
and groundwater contamination exceeding Tier
1
residential or
construction worker remediation objectives, whichever are less, does not
and will not extend beyond the boundaries ofthe right-of-way
2)
A stipulation by the highway authority that it has jurisdiction over the right
of way that gives it sole control over the use of the groundwater and access
to the soil located within or beneath the right ofway
~j
A stipulationby the highway authority that it agrees to limit access by
itself and others to
soil within the right ofway exceeding Tier
1
residential
or construction worker remediation objectives, whichever are less.
Access
may only be allowed if human health (including worker safety) and the
environment are protected during and
after any access.
The highway
authority may construct, reconstruct, improve, repair, maintain, and
operate a highway upon the right of way, or allow others to
do the sameby
permit.
The highway authority and
others using orworking in the right of
way under permit have the right to remove soil or groundwater from the
right ofway and dispose of the same in accordance with applicable
environmental laws and regulations.
The highway authority agrees to
issue
all permits
for work in the right of way. and make all
existing
permits for work in the right of way, subject to the following or
substantially similar conditions:
A)
As
a condition of this permit the permittee shall request the office
issuing this
permit to
identify sites in the right ofway where a
HAA MOA governs access to soil that exceeds the Tier
1
residential remediation objectives of 35 Ill.
Adm.
Code 742; and
B)
The permittee shall take
all measures necessary to protect human
health (including worker safety) and the environment during and
after any access to such soil
~)
A stipulation that the HAA MOA shall be referenced in the Agency’s no
furtherremediation determination issued
for the release(s)
W)
A’stipulation that the highway authority shall notify the Agency of any
transfer of jurisdictiOn over the right of way at least 30
days prior to the
date the transfer takes effect.
The HAA MOA shall be null and void upon
the transfer unless the transferee
agrees to
be bound by the agreement as if
the transferee were an original party to the agreement.
The transferee’s
agreementto be bound by the terms of the agreement shall be
memorialized at the time oftransfer as a rider to this agreement that
references the HAA MOA and is signed by the highway authority, or
subsequent transferor, and the transferee
JJJ
A stipulation that the HAA MOA will become effective on the date the
Agency issues a no further remediation determination for the felease(s).
It
shall remain effectiveuntil the right of way is demonstrated to be suitable
for unrestricted use and the Agency issues a new no further remediation
determination to reflect there is no longer a need for the l-IAA MOA, or
until
the agreement is otherwise terminated or voided
12)
A stipulation that in addition to
any other remedies that may be available,
the Agency may bring suit to enforce the terms of the HAA MOA or may,
at its
sole discretion,
declare the HAA MOA null and void if the highway
authority or a transferee
violates any term ofthe HAA MOA.
The
highway authority or transferee shall be notified in writing ofany such
declaration;
and
U)
A fully executed signature block by the highway authority and a block for
the Agency’s Director.
(Source:
Amended at
Ill. Reg.
_________,
effective
______________________
Section 742.APPENDIX A:
General
Section 742.TABLE E: Similar-Acting Noncarcinogenic Chemicals
Adrenal Gland
Central Nervous
System
Nitrobenzene
Butanol (Ingestion only)
l,2,4-Trichlorobenzene (Ingestion only)
Cyanide (amenable)
2,4-Dimethylphenol
Kidney
Endrin
Acetone (Ingestion only)
Manganese
Cadmium (Ingestion only)
2-Methyiphenol
Chlorobenzene
Mercury (Inhalation only)
Dalapon
Styrene (Inhalation only)
1,1 -Dichioroethane
Toluene (Inhalation only)
Di-n-octyl phthalate (Ingestion only)
Xylenes
(Ingestion only)
Endosulfan
Ethylbenzene
Circulatory System
Fluoranthene
Antimony
Methyl tertiary-butyl ether (Inhalation only)
Barium (Ingestion only)
Nitrobenzene
2,4-D
Pyrene
cis-l,2-Dichloroethylene (Ingestion only)
Toluene (Ingestion only)
Nitrobenzene
2,4,5-Trichlorophenol
trans-
1 ,2-Dichloroethylene (Ingestion only)
Vinyl acetate (Ingestion only)
2,4-Dimethyiphenol
Fluoranthene
Liver
Fluorene
Acenaphthene
Styréne (Ingestion only)
Acetone (Ingestion only)
Zinc
Butylbenzyl phthalate (Ingestion only)
Chlorobenzene (Ingestion only)
Gastrointestinal System
l,l-Dichloroethylene (Ingestion only)
Beryllium (Ingestion only)
Di-n-octyl phthalate (Ingestion only)
Endothall
Endrin
Hexachiorocyclopentadiene (Ingestion only)
Ethylbenzene
Methyl bromide (Ingestion only)
Fluoranthene
Methyl tertiary tertiray butyl ether (Ingestion only)
Methyl tertiary-butyl ether (Inhalation only)
Nitrobenzene
Picloram
Styrene (Ingestion only)
2,4,5-TP (Silvex)
Toluene (Ingestion only)
I ,2,4-Trichlorobenzene (Inhalation only)
2,4,5-Trichlorophenol
Immune System
2,4-Dichlorophenol
p-Chloroaniline
Mercury (Ingestion only)
Renroductive System
Barium (Inhalation only)
BOron (Ingestion only)
Carbon disulfide
2-Chiorophenol (Ingestion only)
1,2 Dibromo-3 -Chioropropane (Inhalation
only)
Dinoseb
Ethylbenzene (Inhalation only)
Methoxychlor
Phenol
Respiratory System
1 ,2-Dichloropropane (Inhalation only)
1 ,3-Dichloropropylene (Inhalation only)
Hexachiorocyclopentadiene (Inhalation only)
Methyl bromide (Inhalation only)
Naphthalene (Inhalation only)
Toluene (Inhalation only)
Vinyl
acetate (Inhalation only)
Cholii~esterase
Inhibition
Aldicarb
Carbofuran
Decreased Body Weight Gains
and Circulatory System Effects
Atrazine
Simazine
(Source:
Amended
at
fll. Reg. _________,effective
______________________
Section 742.APPENDIX A:
General
Section 742.TABLE G:
Concentrations of Inorganic Chemicals in Background
Soils
Chemical Name
.
Counties Within
Metropolitan
Statistical Area?
(mg/kg)
Counties Outside
Metropolitan
Statistical Areas
(mg/kg)
Aluminum
9.500
9.200
Antifnonv
4.0
3.3
Arsenic
13.0
11.3
Barium
110’
122
Beryllium
0.59
0.56
Cadmium
0.6
0.50
Calcium
9.300
5.525
Chromium
16.2
13.0
Cobalt
8.9
8.9
Conner
19.6
12.0
Cyanide
0.51
0.50
Iron
15.900
15.000
Lead
36.0
20.9
Maanesium
4.820
2.700
Man2anese
636
630
Mercury
0.06~
-
0.05
Nickel
18.0
13.0
Potassium
1.268
1.100
Selenium
0.48
0.37
Silver
0.55
0.50
Sodium
130
130.0
Sulfate
85.5
110
Sulfide
3.1
2.9
Thallium
0.32
0.42
Vanadium
25.2
25.0
Zinc
95.0
60.2
~BOARD
NOTE:
Counties within Metropolitan Statistical
Areas:
Boone,
Champaign, Clinton, Cook,
DuPage, Grundy, Henry, Jersey, Kane, Kankakee, Kendall, Lake, Macon, Madison, McHenry, McLean,
Menard, Monroe, Peoria, Rock Island, Sangamon,
St.
Clair, Tazewell, Will, Winnebago and Woodford.
(Source:
Amended at 25111. Reg.
651,
effective January 6,2001)
Section 742.APPENDIIX A:
General
Section 742.TABLE H:
Concentrations of Polynuclear Aromatic Hydrocarbon Chemicals in
Background Soils
Chemical Name
Chicagoa
mg/kg
Metropolitan
Areas1’
(mg/kg)
Non-Metropolitan
AreasC
(mg/kg)
2-Methylnaphthalene
0.14
0.29
Acenaphthene
0.09
0J3
0.04
Acenaphthylene
0.03
0.07
0M4
Anthracene
Q2i
442
41.4
Benzo(a)anthracene
II
L$
Q1~
Benzo(a)pyrene
1.3
2.1
0.98
Benzo(b)fluoranthene
U
2J
422
Benzo(g,h,i)perylene
0~8
1.7
0.84
Benzo(k)fluoranthene
0.99
1.7
0.63
Chrysene
1.2
2.7
1.1
Dibenzo(a,h)anthracene
0.20
0.42
0.15
Fluoranthene
2.7
4.1
1.8
Fluorene
0.10
.
411
4Q4
Indeno(1,2,3-c.d~yrene
0.86
-
16
051
Naphthalene
0X~4
0.20
0.17
Phenanthrene
1.3
2.5
0.99
Pyrene
1.9
3.0
1.2
a
Chicago means within the corporate limits ofthe City ofChicago.
1’
Metropolitan area means a populated area, as defined in Section 742.200, (other than the City
of Chicago) that
is located within any county in a Metropolitan Statistical Area listed in
Appendix A, Table 0, footnote a.
Non-Metropolitan area means a populated area, as defined in
Section 742.200, that is
not
located within any county in a Metropolitan Statistical Area listed in Appendix A, TableU.
footnote a.
(Source:
Added at
—
111.
Reg.
________,
effective
______________________
Section 742.APPENDIX A:
General
TABLE
1I:
Chemicals Whose Tier
1
Class I Groundwater Remediation Objective Exceeds the I
in
1,000,000 Cancer Risk Concentration
Class I Groundwater
1
in 1.000,000 Cancer
Remediation Objective
Risk Concentration
Chemical
(mE/U)
(mg/IA)
(mg/LI)
Aidrin
0.014
0.000005
0.014
Benzo(a)pyrene
0.0002
0.000012
0.00023
Bis(2-chloroethyl)ether
001
0.000077
0.01
Bis(2-ethylhexyl)phthalate (Di(2-
0.006
0.0061
0.0027
ethylhexyl)phthalate)
Carbon Tetrachloride
0005
000066
0.000
Chlordane
0.002
0.000066
0.00014
DDD
0.014
0.00023
0.014
DDE
0.01
0.00023
0.01
DOT
0.006
0.00023
0.006
Dibenzo(a,h)anthracene
0.0003
0.000012
00003
1,2-Dibromo-3-chloropropane
0.0002
0.00006!
0001
1,2-dibromoethane
0.00005
0.0000010
0.001
3,3’-Dichlorobenzidine
0.02
0.000 19
0.02
1,2-Dichloroethane
0.005
0.00094
0.0003
Dieldrin
0.009
0.0000053
0009
2,6—Dinitrotoluene
0.0003!
0.000!
0.00031
Heptachlor
0.0004
0.000019
0.013
Heptachlor epoxide
0.0002
0.0000094
0.0 15
Hexachlorolxnzene
0.00006
0.000053
000006
Aipha-HCH
0.0001!
0.000014
0.000111
Tetrachloroethylene
0.005
0.0016
0.0004
Toxaphene
0.003
0.000077
0.00086
Viny! chloride
0.002
0.000045
0.0002
Ionizable Organics
N-Nitrosodi-n-propy!amine
0.0018
0.000012
00018
Pentach!oropheno!
0.001
0.00071
0.000076
2,4,6-Trichlorophenol
0.01
0.007
0.01
Inor~anics
Arsenic
0.05
0.000057
0.001
Beryllium
0~Q04
0.00002
4004
(Source:
Amended at
111. Reg.
_________,
effective
______________________
Section 742.APPENDX
B: Tier I Illustrations and Tables and Illuitrations
Section 742.lllustration A:
Tier
1
Evaluation
SIto
~9h~ter~atio~
Residential
Property
Agricultural
or
Conservation
Receptors
Appendix
5. Table A
and Table
E
Objectives
_______________
Appendix
B, Tables C
& 0
Soil pH determinatIon if COC’~
have
p1-I
~s;:~:gt
solubility
Compare site data
to remediation objectives
and
determine:
1. Which
COOs are
below
the
Tier I
objective
2. Which
COO’s are
still of concern
3. Can
soil averaging or compositing
be used
~1~
Remediate
to
Tier
1
objectives
~1~
Determine
Tier
I
remediation
objectives
(i.e..
most
restrlctive’9alue
from the
three exposure
routes)
I
Industrial
or
Commercial
Property
.1.
Tier 3
Evaluation
Appendix
B.
Table
B
and
Table
E
Objectives
‘1~
‘1.
Tier 2 evaluation
for
all COO’s
not
eliminated
in
all
applicable
pathways
I
Tier 3 evaluation
for various
situations
No Further
Remediatlon
If all COC’c are
elIminated
(Institutional
controls required
for
industrlal/oomn,ercial
objectives)
(Source:
Amended at
Ill.
Reg.
________,
effective
Section
742.APPENDIIX
B:
Tier
1
Illustrations
and
Tables-and--Illustrations
Section
742.TABLE
A:
Tier
I
Soil
Remediation
Objectivesa
for
Residential
Properties
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
Class
I
(mg/kg)
(mg/kg)
..c
Class
II
AOL
(mg/kg)
(mg/kg)
2,900
*
83-32-9
J_Acenaphthene
4,70&’
67-64-I
Acetone
15972-60-8
Alachlor°
70000k7809’
~00000d
~b46b
2546
80
C
0.04
0.2
NA
116-06-3
Aldicarb°
;
C
0.013
0.07
NA
309-00-2
Aldrin
Ø•Ø4t
30
23,000b
.~c
0.5~
2.5
0.94
120-12-7
Anthracene
12000b
59,000
*
1912-24-9
Atrazine°
71-43-2
Benzene
2700b
0.066
0.33
NA
Ut
0.8~
0.03
---°
2
0:17
*
56-55-3
Benzo(a)anthracene
-
205-99-2
j
Benzo(b)fluoranthene
0.9”~
8
*
0.9’~
j
5
25
*
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Ingestion
(mglkg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
Class
II
(mg/kg)
ADL
(mg/kg)
207-08-9
Benzo(k)fluroanthene
9’
---‘
49
250
*
50-32-8
Benzo(a)pyrene
O.O9°~~
8
82
•
111-44-4
Bis(2-chloroethyl)ether
0.6t
0.2’~
O.0004c’
0.0004
0.66
117-81-7
Bis(2-ethylhexyl)phthalate
46’
3lOOO~
3,600
310~d
.
75-27-4
Bromodichloromethane
(Dichiorobromomethane)
10’
3ØØØS
0.6
0.6
*
75-25-2
Bromoform
8ft~
53’
0.8
0.8
*
71-36-3
Butanol
7g~0b
joooo~
16000~’
9304
3?
j
---‘
17b
17
j
NA
85-68-7
j
Butyl
benzyl
phthalate
930d
930d
*
86-74-8
Carbazole
0.6’
2.8
J
NA
1563-66-2
Carbofiiran°
390b
C
0.22
1.1
NA
160
*
75-15-0
Carbon
disulilde
7,800b
720~-’
32”
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
~
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
Class
II
(mg/kg)
(mg/kg)
0.07
0.33
ADJ’l
(mg/kg)
56-23-5
Carbon
tetrachloride
5~
0.30
*
57-74-9
Chlordane
1.80
-
10
48
106-47-8
4-Chloroaniline
O,-Chloroaniline)
310b
,_~C
07b
0.7
108-90-7
Chlorobenzene
(M
onochlorobenzene)
1,600b
130La
1
6.5
124-48-I
Chlorodibromomethane
(Dibromochloromethane)
l,60(t
1300d
0.4
0.4
*
67-66-3
Chloroform
100”
0.30
0.6
2.9
218-01-9
Chrysene
88’
160
800
C
94-75-7
2,4-lY
780b
---C
1.5
7.7
75-99-0
Dalapon°
2300b
1
0.85
8.5
1
*
72-54-8
DDD
3’
C
io’
so
540
1
270
•
72-55-9
DDE
2’
*
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAB
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
Class
11
(mg/kg)
ADL
(mg/kg)
50-29-3
DDT
2’
---“
32’
160
*
53-70-3
Dibenzo(a,h)anthracene
0.09
---‘
2
7.6
96-12-8
I,2-Dibromo-3-chloropropane
0.46’
l~1
0.002
0.02O~O02
*
106-93-4
~
1,2-Dibromoethane
(Ethylene
dibromide)
O.32’OM07S
0.06”-04P
0.0004
0.004
0.005
84-74-2
Di-n-butyl
phthalate
7,800”
2,300~
2.30O~
23~d
*
95-50-1
1,2-Dichlorobenzene
(o
—
Dichlorobenzene)
7,000”
~
560~
17
43
*
106-46-7
1
,4-Dichloroben2ene
(p
—
Dichlorobenzene)
---‘
11
,000~
2
II
91-94-1
3,3’-Dichlorobenzidine
1’
---‘
0007”
0.033
1.3
75-34-3
J
1,1-Dichioroethane
7,800”
1,300~A
J
23”
110
J
*
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
Class
II
(mg/kg)
ADL
(mg/kg)
107-06-2
1,2-Dichloroethane
(Ethylene
dichioride)
7’
~
0.4’
0.02
0.1
*
75-35-4
1,1-Dichloroethylene
3.900”700”
290bx44~0d
0.06
03
156-59-2
cis-1,2-Dichloroethytene
780”
1,200~
0.4
1.1
156-60-5
trans-l,2-Dichloroethylene
1,600”
3,100~
0.7
34
*
78-87-5
1,2-Dichloropropane
9’
15b.A
0.03
0.15
*
542-75-6
I,3-Dichloropropene
(I
,3-Dichloropropylene,
c/s
+
trans)
6.4-’
,
1.1’—’
0.004’
~
0.02
0005
60-57-I
Dieldrin”
84-66-2
Diethyl
phthalate
0.04’
1’
0.004’
0.02
0.603
63,000”
47(t
470
*
105-67-9
2,4-Dimethylphenol
1,600”
~..C
9b
1
0.9’
j
---C
0.0008’
1
*
121-14-2
2,4-Dinitrotoluene
0.0008
0.250
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
Class
11
(mg/kg)
ADL
(mg/kg)
606-20-2
2,6-D’mitrotoluene
0.9’
~~~0
o.ooor~
10000d
l0,000~
C
0.0007
0.260
117-84-0
Di-n-octyl
phthalate.
1~600b
10000d
.
115-29-7
Endosulfan°
470b
90
C
145-73-3
Endothall°
1600b
J
0.4
0.4
NA
72-20-8
Endrin
23b
C
1
*
100-41-4
Ethylbenzene
7,8W’
40&”
13
19
C
206-44-0
Fluoranthene
86-73-7
Fluorene
76-44-8
Heptachlor
3ldob
C
4300b
21,000
C
3100b
560b
2,800
C
0.1’
01’
23
110
0.871
3.3
1.005
II
*
1024-57-3
Heptachlorepoxide
0.07’
5’
0.7
1’
2
118-74-I
Hexachlorobenzene
0.4’
3
19-84-6
A!pha-HCH
(alpha-BHC)
0.1’
0.8’
0O0OS”~
0.003
0.0074
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Ingestion
Inhalation
(mg/kg)
(mg/kg)
0.5’
J
---“-A
550”
Class
I
Class
11
(mg/kg)
(mg/kg)
0.009
Ø()47
400
2200d
AOL
(mg/kg)
58-89-9
Gam,na-HCH
(Lindanef
*
77-47-4
Hexachiorocyclopentadiene
*
67-72-1
Hexachloroethane
78”
C
05”
2.6
C
193-39-5
Indeno(1,2,3-c.t~pyrene
0.903!
---‘
14
69
78-59-1
Isophorone
15,600”
4600d
8”
8
160
780
72-43-5
Methoxychlor’
390”
*
74-83-9
Methyl
bromide
(Bromomethane)
I
19”
1Øk~A
02”
1.2
•
1634-044
Methyl
tertia~’-but’l
ether
780”
8,800~.~
0.32
0.32
*
0.2
*
i__________
75-09-2
Methylene
chloride
(IJichloromethane)
85’
13’
0.02’
95-48-7
2-Methylphenol
(o—Cresol)
3,900”
T
15”
15
1
*
j________
91-20-3
Naphthalene
1000b
l7oba
IS
j
~
98-95-3
1
Nitrobenzene
39b
92~
0,1M
0J
0.26
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
Class
II
(mg/kg)
ADL
(mg/kg)
86-30-6
N-Nitrosodiphenylamine
130’
---C
it
5.6
S
621-64-7
N-Nitrosodi-n-propylaniine
0.09”~
---‘
0.00005’~
0.00005
0.0018
108-95-2
J
Phenol
2300ob~~®b
J
C
J
100
5
1918-02-I
Picloram°
5500”
---‘
2
20
NA
1336-36-3
Polychlorinated
biphenyls
(PCBs)’
0’
~c.h
2,300”
---‘
4,200”
b
•
129-00-0
Pyrene
21,000
*
122-34-9
Simazine°
390”
---‘
16,000”
1,500~
0.04
0.37
NA
100-42-5
Styrene
4
18
*
127-18-4
108-88-3
Tetrachloroethylene
(Perchloroethylene)
12’
11’
0.06
16,000”
650d.~A
12
0.3
5
Toluene
29
•
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
-
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
Class
II
(mg/kg)
AOL
(mg/kg)
8001-35-2
Toxaphene
0.6’
89’
31
IsO
C
120-82-I
I,2,4-Trichlorobenzene
780”
3,200~~x
5
53
C
71-55-6
1,1,1-Trichloroethane
---C
1200d
2
9.6
0.02
0.3
0.06
0.3
170”
170
o.oi~
0.07
*
79-00-5
1,1,2-Trichloroethane
310”
1500d
*
79-01-6
Trichloroethylene
58’
5’
108-05-4
Vinyl
acetate
78,000”
1Q00””
C
75-0
1-4
Vinyl
chloride
O.4&
0.28’
108-38-3
m-Xylene
I6,00&’l6O,000b
42od~
210
210
*
4I0d.~&
190
190
*
460&A
200
200
*
95-47-6
o-Xylene
16000b160000b
106-42-3
p-Xylene
16000k~0~0~
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
inhalation
(mg/kg)
Class
I
(mg/kg)
Class
II
(mg/kg)
ADL
(mg/kg)
1330-20-7
Xylencs
(total)
I6oO0”l6000~
320da
150
.
Ionizable
Organics
65-85-0
Benzoic
Acid
310,000”
---‘
400”~
4OO~
C
95-57-8
2-Chlorophenol
390”
53,000j
230”
---‘
4”.’
41
C
120-83-2
2,4-Dichlorophenol
i”’
v
51-28-5
2,4-Dinitrophenol
-
160”
---C
0.2”~
0.2
3.3
88-85-7
Dinoseb°
7~6
---C
0.34”
3.4’
C
87-86-5
Pentachlorophenol
3’~
~J
0.03°
0.14’
*
93-72-I
2,4,5-TI’
(Silvex)
630”
---‘
I
It
-
55’
C
95-954
2,4,5-TricMorophenol
7,800”
~
270”~’
J
1,400’
j
*
88-06-2
2,4,6
Trichlorophenol
58’
200’
0.2”~’
0.77’
j
0.66
Exposure
Route-specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Inoiganics
Ingestion
(mg/kg)
Inhalation
(mg/kg)
I
Class
I
(mgJL)
Class
II
(mg/L)
ADL
(mg/kg)
I
~—~o.oo6’~
---o.o24~
S
7440-36-0
Antimony
30’
7440-38-2
Arsenic”~’
---I
750’
~--~0.05”
--0.2”
7440-39-3
Barium
5,500”
690,000”
~2.0m
.~-2.r
S
7440-41-7
Beryllium
160”
j
1,300’
=0.004’
—0.5’
7440-42-8
j
Boron
I6.000”~000’
2.0’
2.0w
*
744043-9
Cadmium”
78”~’~
1,800’
~O.0O5’
~~~0.050
•
7440-70-2
Calcium’
--J
---‘
---C
c
•
16887-00-6
Chloride
C
C
200’
200’
5
7440-47-3
J5hromium.
total
230”
270’
0~I’
S
16065-83-I
Chromium,
ion,
trivalent
120,000”
g
5
•
18540-29-9
Chromium,
ion,
hexavalent
230”
270’
~.
Exposure
Route-specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mgfL)
Class
II
(mg/L)
ADL
(mg/kg)
7440-48-4
I
Cobalt
4,700”
---s
=1.0w
=1.0’
7440-50-8
Coppe?
2900b
---‘
—-0.65’
0.65’
57-12-5
Cyanide
(amenable)
1,600”
---‘
=0.2w
4)6q,m
5
7782-414
Fluoride
4,700”
---C
4.0’
4.0’
15438-31-0
Iron
-__C
---C
J
=5.0’
---‘
I
---0.0075’
---C
I
=~
69,000”-~
I
-—0.15’
s.o’
•
7439-92-I
Lead
400k
01’
•
7439-95-4
Magnesium’
3210O0
=~
7439-96-5
Manganese
1.600
“~3700”
---10.0’
5
7439-97-6
MercuryLtl
23”
10”-’
=0.002”
=0.01’
5
7440-02-0
Nickel1
1,600”
13,000’
---0.1’
---2.0’
5
14797-55-8
Nitrate
as
130,000”
100q
100q
5
7723-14-0
Phosr,homs’
!
---‘
---‘
S
Exposure
Route-specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/L)
Class
H
(mg/L)
AOL
(mg/kg)
7440-09-7
Potassium’
.3
..J
.~
....‘
C
7782-49-2
Selenium’~
390”
---‘
---0.05’
=o.osm
*
7440-22-4
Silver
390”
ØQ5W
a
*
7440-23-5
Sodium’
-
--3
._c
c
14808-79-8
Sulfate
~_C
---400’
=400”
C
7440-28-0
Thallium
6.3””
C
---0.002”
002’
*
7440-62-2
Vanadium
550b’
C
---0.049”
0.l’
7440-66-6
Zinc~
23,000”
---‘
=5.0’
---10’
-
C
““
indicates
that
the
AOL
is
less
than
or
equal
to
the
specified
remediation
objective.
NA
means
not
available;
no
PQL
or
EQL
available
in
USEPA
analytical
methods.
Chemical
Name
and
Soil
Remediation
Objective
Notnti~ns
Soil
remediation
objectives
based
on
human
health
criteria
only.
“
Calculated
values
correspond
to
a
target
hazard
quotient
of
I.
No
toxicity
criteria
available
for
the
route
of
exposure.
~
Soil
saturation
concentration
(C
l~I)
the
concentration
at
which
the
absorptive
limits
of
the
soil
particles,
the
solubility
limits
of
the
available
soil
moistur;
and
saturation
of
soil
pore
air
have
been
reached.
Above
the
soil
saturation
concentration,
the
assumptions
regarding
vapor
transport
to
air
andior
dissolved
phase
transport
to
groundwater
(for
chemicals
which
are
liquid
at
ambient
soil
temperatures)
have
been
violated,
and
alternative
modeling
approaches
are
required.
Calculated
values
correspond
to
a
cancer
risk
level
of!
in
1,000,000.
Level
is
at
or
below
Contract
Laboratory
Program
required
quantitation
limit
for
Regular
Analytical
Services
(RAS).
£
Chemical-specific
properties
are
such
that
this
mute
is
not
of
concern
at
any
soil
contaminant
concentration.
40
CFR
761
contains
applicability
requirements
and
methodologies
for
the
development
of
PCB
remediation
objectives.
Requests
for
approval
of
a
Tier
3
evaluation
must
address
the
applicability
of
40
CFR
761.
Soil
reinediation
objective
for
pH
of
6.8.
If
soil
pH
is
other
than
6.8,
refer
to
Appendix
B,
Tables
C
and
II)
of
this
Part.
Ingestion
soil
remediation
objective
adjusted
by
a
factor
of
0.5
to
account
for
derrnal
route.
~
A
preliminary
remediation
goal
of
400
mg/kg
has
been
set
for
lead
based
on
Revised
Interim
Soil
Lead
Guidance
for
CERCLA
Sites
and
RCRA
Corrective
Action
Facilities,
OSWER
Directive
#9355.4-12.
Potential
for
soil-plant-human
exposuit
‘
The
person
conducting
the
rernediation
has
the
option
to
use:
I)
TCLP
or
SPLP
test
results
to
compare
with
the
remediation
objectives
listed
in
this
Table;
cr2)
where
applicable,
the
total
amount
of
contaminant
in
the
soil
sample
results
to
compare
with
pH
specific
remediation
objectives
listed
in
Appendix
B,
Table
CorE)
of
this
Part.
(See
Section
742.5
10:);
or
3)
the
agnopriate
back2ramd
value
listed
in
Appendix
A.
Table
G.
If
the
person
conducting
the
remediation
wishes
to
calculate
soil
remediation
objectives
based
on
background
concentrations,
this
should
be
done
in
accordance
with
Subpart
D
of
this
Part.
‘
The
Agency
reserves
the
right
to
evaluate
the
potential
for
remaining
contaminant
concentrations
to
pose
significant
threats
to
crops,
livestock,
or
wildlife.
°
For
agrichemical
facilities,
remediation
objectives
for
surficial
soils
whichare
based
on
field
application
rates
may
be
more
appropriate
for
currently
registered
pesticides.
Consult
the
Agency
for
farther
information.
For
agrichesnical
facilities,
soil
remediation
objectives
based
on
site-specific
background
concentrations
of
Nitrate
as
N
may
be
more
appropriate.
Such
detenninations
shall
be
conducted
in
accordance
with
the
procedures
set
forth
in
Subparts
D
and
I
of
this
Part.
~
The
TCLP
extraction
must
be
done
using
water
at
a
pH
of
7.0.
Value
based
on
dietary
Reference
Dose.
•
Value
for
Ingestion
based
on
Reference
Dose
for
Mercuric
chloride
(CAS
No.
7487-94-7);
value
for
Inhalation
based
on
Reference
Concentration
for
elemental
Mercury
(CAS
No.
7439-97-6).
Inhalation
remediation
obiective
only
applies
at
sites
where
elemental
mercury
is
a
contaminant
of
concern.
For
the
ingestion
route
for
arsenic,
see
742.Appendix
A,
Table
G.
Value
based
on
Reference
Dose
for
Thallium
sulfate
(CAS
No.
7446-I
8-6).
Value
based
on
Reference
Dose
adjusted
for
dietary
intake.
W
For
sites
located
in
any
mailated
area
as
defined
in
Section
742.200.
Appendix
A.
Table
H
may
be
used.
The
remedial
obiectives
for
these
chemicals
must
also
include
the
construction
worker
inhalation
obiective
in
Appendix
B,
Table
B.
(Source:
Amended
at
Ill.
Reg.
________,
effective
_____________________
Section
742.APPENDIX
B:
Tier
1
illustrations
and
Tables
and
Illu2trations
Section
742.Table
B:
Tier
1
Soil
Remediation
Objective?
for
JndustriaL’Cominercial
Properties
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
ClassIl
(mg/kg)
ADL
(mg/kg)
83-32-9
Acenaphthene
~20000b
c
120,000b
C
570b
2,900
*
67-64-I
Acetone
IMOO,OOOt~
~
100000d
000000b
200,000b
I
00,000’s
25ki,~
25fl
S
15972-60-8
Alachlor°
72c
.__~C
l,600t
004
0.2
NA
116-06-3
Aldicarb°
2,000b
C
C
0.013
0.07
NA
309-00-2
Aldrin
0.3’
93~
0.5’
C
J
~2000b
2.5
0.94
120-12-7
Anthracene
610,000b
610000b
59,000
S
1912-24-9
Atrazine°
72,000b
c
7100b
C
0.066
0.33
1
NA
71-43-2
Benzene
100’
1.6’
2,300’
2.2’
j
0.03
0.17
5
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
Exposure
Route-Specific
Values
for
Soils
Industrial-
Commercial
Construction
Worker
CAS
No.
Chemical
Name
Ingestion
Inhalation
(mg/kg)
(mg/kg)
Ingestion
(mg/kg)
~
Inhalation
(mg/kg)
Class
I
(mg/kg)
Classli
(mg/kg)
ADL
(mg/kg)
56-55-3
Benzo(a)anthrncene
8C
C
C
2
8
•
205-99-2
j
Benzo(b)fiuoranthene
8’
(iioe
C
5
25
207-08-9
Benzo(k)fiuroanthene
78’
C
11.700’
49
250
*
50-32-8
Benzo(a)pyrene
0.8”A
j17~
C
82
j
111444
Bis(2-chloroethyl)ether
5’
J
0.47’
75’
0.66’
0.0004
0.66
117-81-7
Bis(2-ethylhexyflphthalate
410’
31,000d
41®b
31000d
3,600
31000d
*
75-27-4
Bromodichloromethane
(Dichlorobromomethane)
92’
720’
3,000’
2,000’
3ooo~
)
140’
0.6
J
as
0.6
(
0.8
S
75-25-2
Bromofonn
100’
16,000’
*
71-36-3
85-68-7
Butanol
J_Butyl
benzyl
phthalate
)
200,00O~’
J
410,000b
10000d
.
200000b
410000b
10000d
930~
17b
j
93~d
117
J
930d
NA
*
86-74-8
Carbazole
290’
C
6,200’
C
0.6’
2.8
NA
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
-
CAS
No.
Chemical
Name
Ingestion
Inhalation
Ingestion
(mg/kg)
(mg/kg)
(mg/kg)
10,000”
j
1000b
200,000~’
J
20000b
44’
J0.64’
410b
L6b6’
1140’
100”
Inhalation
(mg/kg)
Class!
(mg/kg)
Classil
(mg/kg)
ADL
(mg/kg)
1563-66-2
Carbofuran°
C
0.22
1.1
NA
75-15-0
56-23-5
Carbon
disulfide
Carbon
tetrachloride
0.90t
32b
0.07
160
*
0.33
*
57-74-9
Chlordane
22”
10
48
j
*
106-47-8
4—
Chloroaniline
(o-Chloroaniline)
8,200”
820”
C
07”
0.7
•
108-90-7
Chlorobenzene
(Monochlorobenzene)
41,000”
210”
.
4100b
j~b
I
6.5
*
.
124-48-1
Chlorodibromomethane
(Dibromochloromethane)
41,000”
41,000”
0.4
940’
0.54’
2,000”
0.76’
0.6
780’
C
17,000’
160
20000”
C
2000”
C
11.5
I
0.4
*
67-66-3
Chlorofonn
2.9
*
238-01-9
Chrysene
800
~
*
2,4-D°
I
*
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
CAS
No.
Chemical
J
Ingestion
Name
j
(mg/kg)
Inhalation
(mg/kg)
Ingestion
Inhalation
(mg/kg)
(mg/kg)
6~00b
c
Class
I
(mg/kg)
ClasslI
(mg/kg)
ADL
(mg/kg)
75-99-0
Dalapon°
61~b
c
0.85
8.5
16’
180
540
270
72-54-8
DDD
24’
C
520’
C
.
72-55-9
DDE
Il’
C
j
370’
C
*
50-29-3
DDT
lie
1,5000
100b
2,100’
32’
160
•
53-70-3
Dibenzo(a,h)anthracene
0.8’
-----‘
17’
C
2
7.6
*
96-12-8
l,2-Dibromo-3-chloropropane
4C
j~b
89’
011”
0.002
0.0200~
•
106-93-4
I
,2-Dibromoethane
2.9’O9~’
0.i2’0~T
(5f4_4~
0.0004
0.004
0.005
(Ethylene
dibromide)
84-74-2
Di-n-hutyl
phthalate
200,000”
2300d
~00000b
2300d
2300d
2300~
s
95-50-I
1,2-Dichlorobeuzene
180,000”
sOon
310b
17
43
*
(o
—
Dichlorobenzene)
106-46-i
1,4-Dichlorobenzene
C
~7ØØ~b
C
340”
2
Il
*
(p
—
Dichlorobenzene)
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
Exposure
Route-Specific
Values
for
Soils
Industrial-
Commercial
Construction
Worker
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
ClassIl
(mg/kg)
ADL
(mg/kg)
91-94-1
3,3’-Dichlorobenzidine
13’
C
280’
C
0.007’~~
0.033
1.3
75-34-3
1,1-Dichloroethane
200,000”
f
1700d
200,000”
130”
J23”
1110
*
107-06-2
1,2-Dichloroethane
(Ethylene
dichloride)
63’
0.70’
1,400’
0.99’
0.02
0.1
*
75-35-4
1,1-Dichloroethylene
100.000”
18,00gb
47Q~1~00’
l0000”-l-$OO”
3.(t300~
0.06
0.3
156-59-2
j
cis-1,2-Dichloroethylene
20,000”
j
l,2tJOd
20,000”
l,200’~
10.4
fi.i
*
156-60-5
Trans-l,2-Dichloroethylene
41000”
3joo~
41,000”
0.7
3.4
1
*
78-87-5
1,2-Dichloropropane
84’
23”
1,800’
0.50”
0.03
0.15
*
542-75-6
1,3-Dichloropropene
(1
,3-Dichloropopylene,
cts
+
Irans)
57’
2.!’
1,200’
0.39”
0.004’
0.02
0.005
60-57-I
r~ie~tirin’
0.4’
2.2’
7.8’
3.1’
0.004’
0.02
0.603
84-66-2
f
Diethyl
phthalate
1,000,000”
2,000”
1,000,000”
2,000’
47O~’
470
*
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
1
Ingestion
(mg/kg)
(mg/kg)
Inhalation
T
Class
I
ClasslI
ADL
(mg/kg)
(mg/kg)
(mg/kg)
(mg/kg)
105-67-9
2,4-Dimethylphenol
41,00tt
C
41,000”
C
9b
*
121-14-2
2,4-Dinitrotoluene
8.40
C
180C
C
C
1180’
C
o.ooor~
o.ooog
0.250
606-20-2
2,6-Dinitrotoluene
8.4’
0.0007’~
0.0007
0160
117-84-0
Di-n-octyl
phthalate
41,000’
10,000d
J
4~00b
l0,00~
10000d
j
10000d
*
115-29-i
Endosulfan2
12,000”
C
1200b
C
118”
90
S
145-73-3
Endothall°
41,00&
4100”
C
~
61”
C
0.4
0.4
NA
72-20-8
Endrin
610”
*
100-41-4
Ethylbenzene
200,000”
‘I0O~
20,000”
58”
13
119
4,300”
J
21,000
*
206-44-0
Fluoranthene
82,000”
Fluorene
82,000”
-----C
C
82,000”
S
86-73-i
560”
2,800
•
76-44-8
Heptachlor
JI’
II’
28C
j
bC
23
110
*
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
ClassIl
(mg/kg)
ADL
(mg/kg)
1024-57-3
Heptachlor
epoxide
118-74-1
Hexachlorobenzene
10.6’
I
9.2’
j4’
11.8’
2.7”
113’
78’
16’
0.7
3.3
1.005
2
II
*
3
19-84-6
Alpha-HCH
(alpha-BHC)
0.9’
I
“
1.5’
20’
2.3’
96’
C
o.ogos”
0.003
0.0074
58-89-9
Ga,nma-HCH
(Lindane)’
C
0.009
0.047
*
77-47-4
Hexachlorocyclopentadiene
14,000”
16”
14,000”
111”
2,000”
C
400
2,200’
S
67-72-1
Hexachloroethane
2,000”
C
0.5”
2.6
5
193-39-5
Indeno(1,2,3-c.d)pyrene
8’
370’
C
410,000”
4,600d
14
69
•
78-59-I
Isophorone
410,000”
4,600’
8”
8
5
72-43-5
j_Methoxychlor’
110,000”
C
1,000”
C
160
780
*
74-83-9
Methylbromide
(Bromomethane)
2,900”
15”
.
1,000”
3~9”
0.2”
3.2
*
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
CAS
No.
Chemical
Namc
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
ClassIl
(mg/kg)
ADL
(mg/kg)
1634-04-4
Methyl
tertiary-butyl
ether
20,000”
8,800~
2,000”
140”
1
0.32
0.32
*
75-09-2
Methylene
chloride
(Dichboromethane)
7600
240
12,000”
34’
0020
0.2
95-48-i
2-Methylphenol
(o
—
Cresol)
100,000”
C
100,000”
C
~5b
is
86-30-6
N-Nitrosodiphenylamine
1,200’
C
25,000’
C
J
1’
5.6
621-64-7
N-Nitrosodi-n-propylaniine
0.8’
118’
C
270”
~4~00”
1L8b
140”
h,000”
I
~
0.00005’~
0.00005
0.0018
91-20-3
Naphthalene
41,00tP
12”
18
98-95-3
Nitrobenzene
1,000”
01b$
0.1
0.26
108-95-2
Phenol
610,000”
1(~00”
C
61000b
120,000”
C
100”
100
*
1918-02-I
Picloram°
140,000”
——-a
C
2
20
NA
I”
I
I
b
h
*
C
61,000”
C
14,200”
21,000
*
1336-36-3
Polychlorinated
hiphenyls
(PCBs)’
1”
129-00-0
Pyrene
61,000”
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
I
Construction
Values
Commercial
Worker
CAS
No.
Chemical
J
Ingestion
Name
(mg/kg)
Inhalation
-
(mg/kg)
Ingestion
(mg/kg)
Inhalation
J
Class
I
(mg/kg)
j
(mg/kg)
Classil
(mg/kg)
ADL
(mg/kg)
322-34-9
I
Simazine’
10,000”
C
1,000”
C
I
0.04
0.37
NA
100-42-5
Styrene
1410,000”
3,500’
4100jjb
430”
4
18
•
.127-18-4
Tetrachloroethylene
(Perehloroethylene)
110’
20’
410,000”
650”
5.2’
1170’
2,400’
28’
0.06
0.3
S
108-88-3
Toluene
410,000”
42”
110’
1240’
12
29
*
8001-35-2
Toxaphene’
31
150
*
120-82-I
1,-2,4-Trichlorobenzene
20,000”
1,200’
2,000”
I
920”
I
-
1200d
5
I
*
71-55-6
1,1,1-Trichloroethane
2
9.6
*
79-00-5
-
1,1,2-Trichloroethane
8,200”
1,800’
j
8,200”
11,200”
1,800’
0.02
0.3
•
79-01-6
Trichloroethylene
520’
8.9’
12’
0.06
0.3
‘~
108-05-4
Vinyl
acetate
-
11,000,000”
1,600”
200,000”
110”
170b
.170
*
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Values
Exposure
Route-Specific
Values
for
Soils
Industrial-
Commercial
Construction
Worker
CAS
No.
Chemical
Name
I
Ingestion
j
(mg/kg)
Inhalation
-
(mg/kg)
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
Classll
(mg/kg)
ADL
(mg/kg)
75-01-4
Vinyl
chloride
7.9’
j1.l’
170’
j1.i”
0.0I~
10.07
108-38-3
m-Xylene
410,000”
1,000,000
420’
41,000”
S
6.4”eO~
210
.
210
S
95-47-6
o-Xylene
4l0,000~’
1,000,000
410d
41000b
4l0,000b
6.5”440’
190
190
*
106-42-3
p-Xylene
410,000”
1,000,000
460’
41000b
410,000h
5.9”460’
200
200
*
1330-20-7
Xylenes
(total)
410,000”
h000000b
I____________
320’
-
41,000”
410,00gb
5,6”3~O’
I_____________
150
ISO
I
loaftabte
Organics
,~
65-85-0
Benzoic
Acid
1,000,000”
820000b
C
400~’
4001
95-57-8
2-Chlorophenol
10,000”
53,000’
lO,00(P
I_53,000’
I
~
I
20’
120-83-2
2,4-Dichlorophenol
-
6,300”
C
610”
C
~b’
(1~
51-28-5
2,4-Dinitrophenol
4,100”
C
410”
C
o.2~~’
J
o.~
,88-85-7
Dinoseb’
2,000”
.
C
200”
C
0.34”’
I
~
*
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/kg)
Classil
(mg/kg)
ADL
(mg/kg)
87-86-5
j
Pentachiorophenol
240j
C
520”~
0.03~
0.14’
*
93-72-1
2,4,5-1?
16,000”
C
(Silvex)
I
2,4,5-Trichlorophenol
J_200,000”
C
88-06-2
2,4,6-Trichlorophenol
520’
39ØC
1,600”
C
200,000”
C
270”
11,000’
54ØC
0.2”~
55’
*
1,400’
*
0.771
0.66
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
CAS
No.
Chemical
I
Name
I
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Ingestion
II
Inhalation
(mg/kg)
(mg/kg)
Class
I
(mg/L)
Class
II
(mg/L)
ADL
(mg/kg)
Juorganics
Antimony
f___________
7440-36-0
C
82”
C
---oooom
.~g4)~4m
*
7440-38-2
Arsenic~a
1
1,200’
6!”
25,000’
---o&r
.94m
S
7440-39-3
Barium
140000b
910,000”
14,000”
870,000”
=-a,o
~~-2,0m
S
7440-41-7
Beryllium
4,100”
2,100’
410”
44,000’
~Q®4
S
7440-42-8
Boron
l4I0,000~’
ía
1,000,000
41,000”l-8~000b
F
~1-O00000
I
2.0”’
1
2.0”’
1
*
7440-43-9
Cadmium”
2,000”’
2,g~0’
200”
59,000’
—4-GUs”’
~445m
*
7440-70-2
Calcium”
!
---C
*
16887-00-6
Chloride
1
C
C
C
200”
200”’
5
7440-47-3
Chromium,
total
6,lOO”
420’
4,100”
690”
~
*
16065-83-I
Chromium,
ion,
trivalent
1,000,000”
C
310,000”
C
g
£
18540-29-9
Chromium,
ion,
hexavalent
6,100”
420’
4,100”
690”
I
“
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
Exposure
Route-Specific
Values
for
Soils
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/L)
Class
II
(mgIL)
ADL
(mg/kg)
7440-48-4
Cobalt
120,000”
C
12,000”
C
~~iU
rn
7440-50-8
Coppe?
-
82,000”
C
8200”
C
--0-65~
44$rn
S
57-12-5
Cyanide
(amenable)
41,000”
C
4,100”
C
94q,m
,~Qrn
5
7782-41-4
Fluoride
120000”
C
12
000”
C
4
()tm
4
~
*
15438-31-0
Iron
C
C
C
4_Urn
4~grn
S
7439-92-1
Lead
400k
C
&wok
C
=0,0075w
7439-95-4
Magnesium”
-—°
730,000
......C
=~
=~
7439-96-5
Manganese
41,000
“~‘~
9~nn~b
91,000”
4,100
~‘V
94Øgb
8,700”
---445”
=—1&U”’
7439-97-6
Mercury~”
610”
16”54O
O00~
61”
0
l”s~-00O’
---o-oor
*
7440-02-0
Nickel’
41,000”
21,000’
4,100”
440,000’
J
=-04”’
J
S
14797-55-8
Nitrate
as
N”
1,000,000”
~_C
330000”
C
100q
100q
*
7723-14-0
Phosphorus”
.fl
C
5
C
C
C
Exposure
Route-Specific
Values
for
Soils
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Industrial-
Construction
Values
Commercial
Worker
CAS
No.
Chemical
Name
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Ingestion
(mg/kg)
Inhalation
(mg/kg)
Class
I
(mg/L)
Class
II
(mg/L)
ABL
(mg/kg)
7440-09-7
Potassiwn”
---i
---C
,~
I
=~
I
=~
7782-49-2
Selenium”’
10,000”
C
1000b
C
7440-22-4
Silver
10,000”
C
1,000”
I
C
1
S
7440-23-5
Sodium”
--J
---‘
=~
C
I
C
I
=_~400m
!
•
14808-79-8
Sulfate
C
C
7440-28-0
Thallium
160”’
C
160””’
C
I
400b
C
_U~wrn
61,000”
(
C
(~~_$~4rn
---o-oa~
*
7440-62-2
Vanadium
14000”
‘
610,000”
I
C
-
*
7440-66-6
Zinc’
.4GW
S
““
indicates
that
the
ADL
is
less
than
or
equal
to
the
specified
remediation
objective.
NA
means
Not
Available;
no
PQL
or
EQL
available
in
USEPA
analytical
methods.
Chemical
Name
and
Soil
Remediation
Obiective
Nptations
(2th,
5th
thru
Sri,
Columns)
oil
remediation
objectives
based
on
human
health
criteria
only.
Calculated
values
correspond
to
a
target
hazard
quotient
of
I.
C
No
toxicity
criteria
available
for
this
route
of
exposure.
-
Soil
saturation
concentration
(C1,,,,1)
=
the
concentration
at
which
the
absorptive
limits
of
the
soil
particles,
the
solubility
limits
of
the
available
soil
moisture,
and
saturation
of
soil
pore
air
have
been
reached.
Above
the
soil
saturation
concentration,
the
assumptions
regarding
vapor
transport
to
air
and/or
dissolved
phase
transport
to
groundwater
(for
chemicals
which
are
liquid
at
ambient
soil
temperatures)
have
been
violated,
and
alternative
modeling
approaches
are
required.
Calculated
values
correspond
to
a
cancer
risk
level
of
1
in
I
,000,000
Level
is
at
or
below
Contract
Laboratory
Program
required
quantitation
limit
for
Regular
Analytical
Services
(RAS).
Chemical-specific
properties
are
such
that
this
route
is
not
of
concern
at
any
soil
contaminant
concentration.
40
CFR
761
contains
applicability
requirements
and
methodologies
for
the
development
of
PCB
remediation
objectives.
Requests
for
approval
of
a
Tier
3
evaluation
must
address
the
applicability
of
40
CFR
761.
Soil
remediation
objective
for
pH
of
6.8.
If
soil
pH
is
other
than
6.8,
refer
to
Appendix
B,
Tables
C
and
D
in
this
Part.
Ingestion
soil
remediation
objective
adjusted
by
a
factor
of
0.5
to
account
for
dennal
route.
k
A
preliminary
remediation
goal
of
400
mg/kg
has
been
set
for
lead
based
on
Revised
Interim
Soil
Lead
Guidance
for
CERCLA
Sites
and
RCRA
Corrective
Action
Facilities,
OSWER
Directive
#9355.4-12.
Potential
for
soil-plant-human
exposure.
-
The
person
conducting
the
rernediation
has
the
option
to
use:
(I)
TCLP
or
SPLP
test
results
to
compare
with
the
remediation
objectives
listed
in
this
Table;
Of
(2)
the
total
amount
of
contaminant
in
the
soil
sample
results
to
compare
with
pH
specific
remediation
objectives
listed
in
Appendix
B,
Table
CorD
of
this
Part.
(See
Section
742.5
lO)jg~
D
the
pprro,riate
background
value
listed
in
Anstidix
A
Table
0.
If
the
person
conducting
the
remediation
wishes
to
calculate
soil
remediation
objectives
based
on
background
concentrations,
this
should
be
done
in
accordance
with
Subpart
D
of
this
Part.
The
Agency
reserves
the
right
to
evaluate
the
potential
for
remaining
contaminant
concentrations
to
pose
significant
threats
to
crops,
livestock,
or
wildlife.
For
agrichemical
facilities,
remediation
objectives
for
surficial
soils
which
are
bised
on
field
application
rates
may
be
more
appropriate
for
currently
registered
pesticides.
Consult
the
Agency
for
farther
information.
For
agrichemical
facilities,
soil
remediation
objectives
based
on
site-specific
background
concentrations
of
Nitrate
as
N
may
be
more
appropriate.
Such
determinations
shalt
be
conducted
in
accordance
with
the
procedures
set
forth
in
Subparts
D
and
I
of
this
Part.
q
The
TCLP
extraction
must
be
done
using
water
at
a
pH
of
7.0.
Value
based
on
dietary
Reference
Dose.
Value
for
Ingestion
based
on
Reference
Dose
for
Mercuric
chloride
(CAS
No.
7487-94-7);
value
for
Inhalation
based
on
Reference
Concentration
for
elemental
Mercury
(CAS
No.
7439-97-6).
Inhalation
ranediation
obiective
only
applies
at
sites
where
elemental
mercury
is
a
contaminant
of
concern.
For
the
ingestion
route
for
arsenic
for
industrial/commercial,
see
742.Appendix
A,
Table
G.
u
Value
based
on
Reference
Dose
for
Thallium
sulfate
(CAS
No.
7446-18-6).
-
Calculated
values
correspond
to
soil
concentrations
that
should
not
result
in
air
concentrations
that
exceed
criteria
for
workplace
air.
W
Value
based
on
Reference
Dose
adjusted
for
dietary
intake.
‘
For
any
populated
areas
as
defined
in
Section
742.200.
Appendix
A,
Table
H
may
be
used.
~
Value
based
on
maintaining
fetal
blood
lead
below
10
ug/dI
,using
the
USEPA
adults
Blood
Lead
Model.
(Source:
Amended
at
Ill.
Reg.
_________,
effective
—
Section
742.APPENDIX
B:
Tier
I
Illustrations
and
Tables-and-Illustrations
Section
742Jable
C:
pH
Specific
Soil
Remediation
Objectives
for
Jnorganics
and
Ionizing
Organics
for
the
Soil
Component
of
the
Groundwater
Ingestion
Route
(Class
I
Groundwater)
-
Chemical
(totals)
(mg/kg)
pH
4.5
to
4.74
pH
4.75
to
5.24
pH
5.25
to
5.74
pH
5.75
to
6.24
pH
6.25
to
6.64
pH
6.65
to
6.89
pH
6.9
to
7.24
pH
7.25
to
7.74
pH
7.75
to
8.24
pH
8.25
to
8.74
pH
8.75
to
9.0
Inorganics
Antimony
5
5
5
5
5
5
5
5
5
5
5
Arsenic
25
26
27
28
29
29
29
30
31
32
33
Barium
260
490
850
1,200
1,500
1,600
1,700
1,800
2,100
‘
Beryllium
1.1
2.1
3.4
6.6
22
63
140
1,000
8,000
a
a
Cadmium
1.0
1.7
2.7
3.7
5.2
7.5
II
59
430
‘
‘
Chromium(+6)
70
62
54
46
40
38
36
32
28
24
21
Copper
330
580
2,100
11,000
69,000
130,000
200,000
330,000
330,000
‘
S
Cyanide
40
40
40
40
40
40
40
40
40
40
-
40
L~4
2~
Z~
fl
1~1
IPI
flit
IQI
tQ7
m
2~
Mercury
0.01
0.01’
0.03
0.15
0.89
2.1
3.3
6.4
8.0
‘
Nickel
20
36
56
76
100
130
180
700
3,800
‘
a
-
Selenium
24
17
12
8.8
6.3
5.2
4.5
3.3
2.4
1.8
1.3
Silver
0.24
0.33
0.62
1.5
4.4
8.5
13
39
-
110
5
Chemical
(totals)
(mg/kg)
pH
4.5
to
4.74
pH
4.75
to
5.24
pH
5.25
to
5.74
pH
5.75
to
6.24
pH
6.25
to
6.64
pH
6.65
to
689
pH
6.9
to
7.24
pH
7.25
to
7.74
pH
7.75
to
8.24-
pH
8.25
to
8.74
pH
8.75
to
9.0
Thallium
1.6
1.8
2.0
2.4
2.6
2.8
3.0
3.4
3.8
4.4
4.9
vanadium
980
980
980
980
980
980
980
980
980
980
980
Zinc
1,000
1,800
2,600
3,600
5,100
6,200
7,500
16,000
53,000
5
Organics
Benzoic
Acid
440
420
410
400
400
400
400
400
400
400
-
400
2-Chlorophenol
4.0
4.0
4.0
4.0
3.9
3.9
3.9
3.6
3.1
2.2
1.5
2,4-Dichlorophenol
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.86
0.69
0.56
0.48
Dinoseb
8.4
4.5
1.9
0.82
0.43
0.34
0.31
0.27
0.25
0.25
0.25
Pentachlorophenol
0.54
0.32
0.15
0.07
0.04
0.03
0.02
0.02
0.02
0.02
002
2,4,5—TP(Silvex)
26
16
12
II
II
11
II
11
II
11
II
2,4,5-
Trichlorophenol
400
390
390
370
~320
.
270
230
130
64
36
26
2,4,6-
Trichlorophenol
0.37
0.36
0.34
0.29
0.20
0.15
0.13
0.09
0.07
0.07
0.07
No
data
available
for
this
pH
range.
(Source:
Amended
at
ill.
Reg.
________,
effective
_____________________
Section
742.APPENDI.X
B:
Tier
1
illustrations
and
Tables
and
Illustration3
Section
742.Table
D:
pH
Specific
Soil
Remediation
Objectives
for
Inorganics
and
Ionizing
Organics
for
the
Soil
Component
of
the
Groundwater
Ingestion
Route
(Class
H
Groundwater)
Chemical
(totals)
(mg/kg)
pH
4.5
to
4.74
pH
4.75
-
to
5.24
pH
5.25
to
5.74
pH
5.75
to
6.24
pH
6.25
to
6.64
pH
6.65
to
6.89
pH
6.9
to
7.24
pH
7.25
to
7.74
pH
7.75
to
8.24
pH
8.25
to
8.74
pH
8.75
to
9.0
Tnorganics
Antimony
20
20
20
20
20
20
20
20
20
20
20
Arsenic
tOO
100
100
110
110
120
120
120
120
130
130
Barium
260
490
850
1,200
1,500
1,600
1,700
1,800
2,100
‘
Beryllium
140
260
420
820
2,800
7,900
17,000
130,000
1,000,000
‘
‘
Cadmium
10
17
27
37
52
75
110
590
4,300
‘
Chromium
(+6)
No
Data
No
Data
No
Data
No
Data
No
Data
No
Data
No
Data
No
Data
No
Data
No
Data
No
Data
Copper
330
580
2,100
11,000
59,000
130,000
200,000
330,000
33000
‘
Cyanide
120
120
120
120
120
120
120
120
120
120
120
Lead
3Q~
300
300
L4~
L42Q
L42Q
L42il
.LL4ZQ
L4ZP
Mercury
0.05
0.06
0.14
0.75
4.4
10
16
32
40
Nickel
400
730
1,100
1,500
2,000
2,600
3,500
14,000
76,000
‘
S
Selenium
24
17
12
8.8
6.3
5.2
4.5
3.3
2.4
1.8
1.3
Thallium
16
18
20
24
26
28
30
34
38
44
49
Zinc
2,000
3,600
5,200
7,200
10,000
12,000
15,000
32,000
110,000
S
Chemical
(totals)
(mg/kg)
pH
4.5
to
4.74
pH
4.75
to
5.24
pH
5.25
to
5.74
pH
5.75
to
6.24
pH
6.25
to
6.64
pH
6.65
to
6.89
pH
6.9
to
7.24
pH
7.25
to
7.74
pH
7.75
to
8.24
pH
8.25
to
8.74
pH
8.75
to
9.0
Organics
Benzoic
Acid
440
420
410
400
400
400
400
400
400
400
400
2-Chlorophenol
20
20
20
20
20
20
19
3.6
3.1
2.2
1.5
2,4-Dichlorophenol
1.0
1.0
1.0
1.0
1.0
1.0
1.0
0.86
0.69
0.56
0.48
Dinoseb
84
45
19
8.2
4.3
3.4
3.1
2.7
2.5
2.5
2.5
Pentachlorophenol
2.7
1.6
0.75
0.33
0.18
0.15
0.12
0.11
0.10
0.10
0.10
2,4,5-TP
(Silvex)
130
79
62
57
55
55
55
55
ss
ss
ss
2,4,5-
Trichlorophenol
2,000
2,000
1,900
1,800
1,600
1,400
1,200
640
64
36
26
2,4,6-
Trichlorophenol
1.9
1.8
1.7
1.4
1.0
0.77
0.13
0.09
0.07
0.07
0.07
5No
data
available
for
this
pH
range.
(Source:
Amended
at
ill.
Reg.
_________,
effective
Section 742.APPENDLX B: Tier
1
illustrations and Tables and Illuztrations
Section 742.TABLE
E: Tier
1
Groundwater Remediation Objectives for the Groundwater
Component of the Groundwater Ingestion Route
Groundwater Remediation Objective
CAS No.
Chemical Name
Organics
Class!
(mg/L)
Class
11
(mg/L)
83-32-9
Acenaphthene
0.42
2.1
L67-64-1
Acetone
6.3 04
6.3 04
15972-60-8
Alachlor
0.002’
0.01’
116-06-3
Aldicarb
0.003’
0.015’
309-00-2
Aldrin
0.014’
0.07
120-12-7
Anthracenc
2.1
10.5
1912-24-9
Atrazine
0.003’
0.015’
7143-2
Benzene
0.005’
0.025’
56-55-3
Berizo(a)anthracene
0.00013’
0.00065
205-99-2
Benzo(b)tluoranthene
0.00018’
0.0009
207-08-9
Benzo(k)fluroanthene
.
0.00017’
0.00085
50-32-8
Benzo(a)pyrene
0.0002”
0.002’
65-85-0
Benzoic Acid
28
1
111-44-4
Bis(2-chloroethyl)ether
1
o.or
0.0!
117-81-7
Bis(2-ethy!hexyl)phthalate (Di(2-
ethylhexyl)phthalate)
0.006’
0.06’
75-274
Bromodichloromethane
(Dichlorobromoniethane)
0.0002’
0.0002
75-25-2
Bromoform
0.00!’
0.001
71-36-3
Butanol
0.7
0.7
85-68-7
Dutyl benzyl
phthalate
1.4
7.0
86-74-8
Carbazole
---
1
1563-66-2
Carbofuran
0.04’
0.2’
75-15-0
Carbon
disulfide
0.7
3.5
56-23-5
Carbon
tetrachloride
0.005’
0.025’
57-74-9
Chlordane
0.002’
0.01’
Groundwater
Remediation Objective
CAS No.
Chemical Name
Class
I
(mg/L)
Class!!
(mgIL)
106-47-8
4-Chloroaniline (o-Chloroaniline)
~&Z~
0.028
108-90-7
Chlorobenzene
(Monochlorobenzene)
0.1’
0.5’
124-48-1
Chlorodibromomethane
(Dibromochloromethane)
0.14
0.14
67-66-3
Chloroform
0.0002’
0.001
95-57-8
2-Chlorophenol
(pH 4.9-7.3)
0.035
I
QS12~
2-Chlorophenol (oH 7.4-8.0)
2Q31
QS31
218-01-9
Chrysene
0.0015’
0.0075
94-75-7
~2,4-D
0.07’
0.35°
175-99-0
Dalapon
0.2’
2.0’
72-54-8
ODD
0.014’
0.07
72-55-9
DDE
0.0!’
0.05
150-29-3
DOT
0.006’
0.03
153-70-3
Dibenzoia.hanthracene
0.0003’
J
0.0015
96-12-8
J
1,2-Dibromo-3-chloropropane
0.0002°
Q~QQi0.0002°
106-93-4
1,2-Dibromoethane
(Ethylene dibromide)
0.00005’
0.0005’
84-74-2
Di-n-butyl pbthalate
.~.
0.7
3.5
95-50-1
1,2-Dichlorobenzene
(o
—
Dichlorobenzene)
0.6°
1.5’
10646-7
1,4-Dichlorobenzene
(p
—
Dichlorobenzene)
0.075’
0.375’
91-94-1
J
3,3’-Dichlorobenzidine
0.02’
0.1
75-34-3
1,1-Dichloroethane
0.7
3.5
107-06-2
1,2-Dichloroethane
(Ethylenedichioride)
0.005’
0.025’
75-35-4
1,1~Dich1oroethy1eneb
0.007°
0.035’
156-59-2
cis-1,2-Dichloroethylene
0.07’
0.2°
156-60-S
Jtrans-I,2-Dichloroethylene
0.1’
0.5’
120-83-2
2.4-Dichloronhenol
0.021
0021
78-87-S
1,2-Dichloropropane
0.005’
0.025’
542-75-6
1,3-Dichloropropene
(I ,3-Dichloropropylene,
cis
+
trans)
0.001’
0.005
Groundwater Remediation Objective
CAS No.
JChemical Name
Class
I
(mgfL)
Class II
(mg/L)
60-57-1
Dieldrin
0.009’
0.045
84-66-2
Diethyl phthalate
5.6
5.6
105-67-9
2.4-Dimethylphenol
0.14
0.14
5 1-28-5
2.4-Dinitrophenol
0.014
0.014
121-14-2
2,4-Dinitrotoluene’
0.00002’
0.00002
606-20-2
2,6-Dinitrotoluene’
0.00031’
0.00031
88-85-7
Dinoseb
0.007’
0.07°
1117-84-0
Di-n-octyl phthalate
0.14
0.7
1115-29-7
Endosulfan
0.042
0,21
145-73-3
Endothall
0.1’
0.1’
172-20-8
Endrin
0.002’
0.01’
(100-414
Ethylbenzene
0.7’
1.0’
206-44-0
Fluoranthene
0.28
1.4
186-73-7
nuorene
0.28
1.4
17644-8
Heptachlor
0.0004’
0.002’
11024-57-3
Heptachlor
epoxide
0.0002’
0.001’
1118-74-I
Hexachlorobenzene
0.00006’
0.0003
1319-84-6
alpha-HCH
(aipha-BHC)
.
0.00011’
0.00055
158-89-9
Gamma-HCH
(Lindane)
0.0002’
0.001’
77-47-4
Hexachlorocyclopentadiene
0.05’
0.5’
67-72-1
Hexackloroethane
0.007
0.035
193-39-s
!ndenoq
,2,3-c.d)pyrene
0.00043’
0.00215
78-59-1
Isophorone
1.4
1.4
7243-5
Methoxychlor
0.04°
0.2°
74-83-9
Methyl
bromide
(Bromomethane)
0.0098
0.049
1634-044
Methyl
tertiary-butyl ether
0.07
0.07
75-09-2
Methylene chloride
(Dichloromethane)
0.005’
0.05°
9548-7
2-Methylphenol (o-Cresol)
0.35
0.35
91-20-3
Naphthalene
0.14
0.22
98-95-3
Nitrobenzeneb
0.0035
0.0035
Groundwater RemediationObjective
CAS No.
Chemical Name
Class I
(mg/L)
Class I!
(mg/L)
86-30-6
N-Nitrosodiphenylaxnine
0.0032’
)
0.016
621-64-7
N-Niirosodi-n-propylamine
0.0018’
J
0.0018
87-86-5
Pentachlorophenol
0.001’
0.005’
108-95-2
Phenol
0.1’
0.1’
11918-02-I
j
Picloram
0.5’
5.0’
1336-36-3
Polychlorinated biphenyls (PCBs)
0.0005’
0.0025’
129-00-0
Pyrene
0.21
1.05
122-34-9
Simazine
0.004’
0.04’
100-42-5
Styrene
0.1’
0.5’
93-72-1
2,4,5-TP
(Silvex)
0.05’
0.25’
127-18-4
.
Tetrachloroethylene
(Perchloroethylene)
0.005’
0.025’
108-88-3
Toluene
1.0’
2.5’
8001-35-2
Toxaphene
0.003’
0.015’
120-82-I
1,2,4-Trichlorobenzene
0.07’
0.7’
71-55-6
1,1,1~Trichloroethaneb
0.2’
1.0’
79-00-5
l,1,2-Trichloroethane
0.005’
0.05’
79-01-6
Trichloroethylene
-
0.005’
0.025’
95-954
14,5-Trichloroohenol
(pH 4.9-7.8)
0.7
1~
2.4,5-Trichlorophenol
(pH 7.9-8.0)
0.7
Qi
88-06-2
2,4,6-Trichlorophenol
(pH 4.9-6.8)
0.01’
1
I______________
2.4.6-Trichlorophenol (pH 6.9-8.0)
aoi
I_________________________
108-054
Vinyl acetate
7.0
7.0
75-01-4
Vinyl chloride
0.002°
0.01’
1330-20-7
Xylenes
(total)
10.0’
10.0’
Ionizable Orj~anii~i
65
85
0
Ben2oio Acid
2~
ag
106
17
8
1
Chloroanilino
fr
Chlere~iline)
0,02
4,02
95
57
8
2 Chlorophonol
0,02
°‘.“~
120
83
2
2,1
~ohlorophenoI
g,02i.
Groundwater Remediation Objective
CAS No.
Chemical Name
Class
I
(mg/L)
Class H
(mg/L)
105
67 9
2,1
Dimethylphenel
044
444
SI
285
2,1
Dinitrophenol
0,044
j
4,444
95
IS
7
2
Mothylphunol
(8
Creeel)
0,34
95
951
2,1,5
Triohlorophenol
44
3,4
88
06
2
2,1,6
Triohlorophenol
0~04’
0T44
Inorganics
7440-36-0
Antimony
0.006’
0.024’
7440-38-2
J
Arsenic
0.05°
0.2’
7440-39-3
Barium
2.0’
2.0’
74404 1-7
Beryllium
0.004’
0.5’
7440-42-8
Boron
2.0’
2.0’
7440-43-9
Cadmium
0,005’
0.05’
7440-70-2
Calcium
d
116887-00-6
Chloride
200’
200’
(744047-3
Chromium,
total
0.1’
1.0’
18540-29-9
Chromium,
ion,
hexavalent
---
---
7440-48-4
Cobalt
1.0’
1.0’
I
7440-50-8
Copper
,-
0.65’
0.65’
57-12-5
Cyanide
0.2°
0.6’
7782414
Fluoride
4.0’
4.0’
15438-31-0
Iron
5.0’
5.0’
7439-92-1
Lead
0.0075’
0.1’
7439-95-4
Magnesium
d
..J
7439-96-5
Manganese
0.15’
10.0’
7439-97-6
Mercury
0.002’
0.01’
7440-02-0
JNickel
0.1’
2.0’
14797-55-8
Nitrate as N
10.0°
100’
7723-14-0
Phosphorus
8
d
7440-09-7
Potassium
—~“
I
778249-2
J
Selenium
0.05’
0.05’
Groundwater Remediation Objective
CAS No.
Chemical
Name
Class I
(mg/L)
Class
II
(mg/L)
7440-224
Silver
0.05’
---
7440-23-5
Sodium
8
d
114808-79-8
Sulfate
400’
400’
7440-28-0
(Thallium
0.002’
0.02’
7440-62-2
Vanadium”
0.049
0.!
7440-66-6
(
Zinc
5.0’
10’
Chemical Name and
Groundwater Remediation Obiective Notations
Thegroundwater remediationpbjective is equal
to the AOL for carcinogensaccording to the proceduresspecifled in 35
III.
Adm.
Code 620.
-
Oral Reference
Dose and/or Reference Concentration under review by USEPA.
Listed values subject to
change.
Value listed is also the Groundwater Quality Standard for this chemical pursuant to 35
III.
Adm. Code 620.4 10
for Class I
Groundwater or
35
III. Adm.
Code 620.420 for Class II Groundwater.
This chemical
is included
in
the Total Dissolved Solids
(TDS) Groundwater Oualitv Standard of 1.200 mgil
pursuant to
35111.
Adm. Code 620.410 for Class
I Groundwater or 35
11!.
Adm. Code620.420
for Class II Groundwater.
(Source:
Amended at
111.
Reg.
_________,
effective
Section 742.APPENDIIX B: Tier
1
Illustrations and Tables and Illu3tration2
Section 742.TABLE F: Values Used to Calculate the Tier
1
Soil Remediation Objectives for the
Soil
Component ofthe Groundwater Ingestion Route
GW01,~Concentration
used
to Calculate
Tier
1
Soil Remediation Objective?
CAS No.
Chemical
Name
Orcanics
Class
I
(mg/L)
Class
II
(mg!L)
183-32-9
Acenaphthene
20”
10
167-64-I
Acetone
4.0”
4.0
115972-60-8
Alachlor
0.002’
0.0!’
116-06-3
jAldicarb
0.003’
0.015’
j
1309-00-2
Aldrin
S.OE-6”
2.SE-5
120-12-7
Anthracene
10”
SO
1912-24-9
Atrazine
0.003’
0.015’
(7143-2
fsenzene
0.005’
0.025’
56-55-3
Benzo(a)anthracene
00001”
0.0005
205-99-2
Benzo(b)fluoranthene
0,0001b
0.0005
(207-08-9
Benzo(k)fluroanthene
0.001”
0.005
50-32-8
Benzo(a)pyrene
0.0002”
0.002’
65-85-0
Benzoic Acid
100”
100
111-444
Bis(2-chloroethyi)ether
-
8.OE-5”
8.OE-5
117-81-7
Bis(2-ethylhexyl)phthalate (Di(2-
ethylhexyl)~tthalate)
0.006”
0.06’
75-274
Bromodichloromethane
(Dichlorobromomethane)
0.1”
0.1
75-25-2
Bromoform
0.1”
0.01
71-36-3
IButanol
40k’
4.0
85-68-7
Butyl benzyl phthalate
7.0”
35
86-74-8
Carbazolc
0004”
0.02
1563-66-2
Carbofuran
0.04’
I
0.2’
75-15-0
Carbon disulfide
4,0”
20
56-23-5
Carbon tetrachloride
0.005’
0.025’
57-74-9
Chlordane
0.002’
0.01’
GW0bj
Concentration used to Calculate
Tier
I Soil
Remediation Objectives’
CAS No.
Chemical Name
Class
I
(mg/L)
Class
II
(mgfL)
10647-8
4-Chloroaniline (o-Ch1oroaniline~
QJ.!
U.
108-90-7
Chlorobenzene
(Monochlorobenzene)
0.1’
0.5’
12448-I
Chlorodibromomethane
(Dibromochloromethane)
0•06b
0.06
67-66-3
Chloroform
0.!”
0.5
195-57-8
2-Chlorophenol
(pH 4.9-7.3)
0.t
1,0
2-Chlorophenol
(pH 7.4-8.0)
0.2
0.2
218-01-9
Chrysene
0.1”
0.05
2,4-0
0.07’
0.35’
f
Dalapon
0.2’
2.0’
72-54-8
f
ODD
OOO~”
0.002
72-55-9
DDE
0,0003”
0.00 IS
50-29-3
DOT
0.0003”
0.00 IS
53-70-3
Dibenzo(a,h)anthracene
l.OE-S”
5.OE-5
(96-12-8
I
l,2-Dibromo-3-chloropropane
0.0002’
1
Q~0~,,0.0002’
106-934
1,2-Dibromoethane
(Ethylene
dibromide)
0.00005”
0.0005’
84-74-2
Di-n-butyl phthalate
.1
4.0”
20
95-50-1
1,2-Dichlorobeuzene
(o
—
Dichlorobenzene)
0.6’
1.5’
10646-7
l,4-Dichlorobenzene
(p
—
Dichlorobenzene)
0.075’
0.375’
91-94-1
3,3’-Dichlorobenzidine
0.0002”
0.001
75-34-3
1,1-Dichloroethane
4.0”
20
107-06-2
1,2-Dichloroethane
(Ethylene dichloride)
0.005’
0.025’
~
75-354
l,l-Dichloroethylene
0.007’
0.035’
156-59-2
cis-l,2-Dichloroethylene
0.07’
0.2’
156-60-s
trans-l,2-Dichloroethylene
0.1’
0.5’
120-83-2
2.4-Dichloroohenol
0.1”
U.
~i-97-s
1,2-Dichloropropane
0.005’
0.025’
542-75-6
1,3-Dichloropropene
(1 ,3-Dichloropropylene, cis
+
tra,is)
0.0005”
0.0025
GW,,~
Concentration used to Calculate
Tier
I
Soil
Remediation
Objectives’
CASNo.
Chemical Name
Class I
(mg/L)
Class II
(mg/L)
60-57-1
Dieldrin
S.OE-6”
2.SE-5
84-66-2
Diethyl
phthalate
30”
30
1105-67-9
2.4-Dimethylohenol
0,7b
51-28-5
2,4-Dinitrophenol
0,04”
~04
(121-14-2
2,4-Dinitrotoluene
0.0001”
0.0001
L606-20-2
2,6-Dinitrotoluene
0.0001
0.0001
88-85-7
Dinoseb
0.007’
0.07’
117-84-0
Di-n-octyl phthalate
0.7”
3.5
115-29-7
Endosulfan
at
ia
145-73-3
Endothall
0.1’
0.1’
72-20-8
Endrin
0.002’
0.01’
10041-4
Ethylbenzene
0.7’
1.0’
20644-0
Fluoranthene
1.0”
5.0
86-73-7
I
Fluorene
1.0”
5.0
7644-8
Heptachlor
0.0004’
0.002’
L024-57-3
)
Heptachlorepoxide
0.0002’
0.001’
118-74-I
J
Hexachlorobenzene
0.001”
0.005
3 19-84-6
alpha-HCH (alplia-BHC)
1.OE-5”
SOB-S
58-89-9
Gamma-HCH
(Lindane)
-
0.0002’
0.001’
77474
Hexachlorocyclopentadiene
0.05’
0.5’
67-72-I
Hexachloroethane
0.007
0.035
1
Indeno(l ,2,3-c,d)pyrene
0.0001”
0.0005
78-59-I
Isophorone
1,4
1.4
7243-5
Methoxychlor
0.04’
0.2’
74-83-9
Methyl bromide
0.05”
0.25
.
(Bromomethane)
1634-044
Methyl
tertiary-butyl
ether
0.07
0.07
75-09-2
Methylene chloride
0.005’
0.05’
(Dichloromethane)
9548-7
2-Methylnhenol
(o-Cresol)
2,0
91-20-3
Naphthalene
0.14
0.22
98-95-3
Nitrobenzene
oat
0.02
GW0,~Concentration used to Calculate
Tier
I
Soil
Remediation
Objectives’
CAS No.
Chemical Name
.
Class I
(mg/L)
Class II
I
(mgJL)
L86306
N-Nitrosodiphenylamine
0.02”
0.1
621-64-7
N-Nitrosodi-n-rropylaniine
l.OE-5”
lOB-S
87-86-5
Pentachlorophenol
0.001”’
0.005’
108-95-2
Phenol
0.1’
0.1’
1918-02-I
Picloram
0.5’
J
5.0’
1336-36-3
Polychlorinated biphenyls
(PCBs)
---
I
-—
129-00-0’
Pyrene
1
s.o
122-34-9
Simazine
0.004’
1
0.04’
100-42-5
Styrene
0.1’
1
os’
93-72-1
2,4,5-TP
(Silvex)
0.05’
0.25’
127-18-4
Tetrachloroethylene
(Perchloroethylene)
0.005’
0.025’
108-88-3
Toluene
1.0’
)
2.5’
8001-35-2
Toxaphene
0.003’
j
0.015’
120-82-1
l,2,4-Trichlorobenzene
0.07’
j
0.7’
71-55-6
J
.l,I,l-Trichloroethane
0.2’
1.0’
79-00-5
1,1,2-Trichloroethane
.
0.005’
0.05’
(79-01-6
Trichloroethylene
-
0.005’
0.025’
95-95-4
2,4.5-Trichlorophenol (oH 4.9-7.8)
4~
Z~
2,4,5-Trichlorophenol
(pH 7.9-8.0)
4~
Lil
88-06-2
2,4.6-Trichloroohenol (pH 4.9-6.8)
2QQ~
2.4.6-Trichloronhenol
(pH 6.9-8.0)
Q~PP!
___________________________
108-054
Vinyl
acetate
40b
40
75-014
vinyl chloride
0.002’
0.01’
1330-20-7
Xylenes(total)
10.0’
10.0’
Ionizable Organies
65850
Bonzoio
Acid
l40~
I_____________________
106
17
8
1
Chloroonilino
~pGhlereaniline)
04b
~4
95 578
Chleraphenel
04b
~g
12083
2
12,1
Diehlerephenel
4g
On.
GW0~
Concentration used to Calculate
Tier I Soil
Remediation Objective?
CAS No.
Chemical
Name
Class
I
(mg/L)
Class
IT
(mgIL)
105
67
9
2,1
Dimethylph~eI
q,’~
51
285
2,1
Dinitrophenol
g,04b
0.01
95
18
7
2
Mothylphonol
(3
Crocol)
~b
86
30
6
N
Ninodiphonylamino
0,O~
04
621
61
7
JNNi~di
n
prepylamina
ICES”
LOB
S
87
86
S
Pentashlerephenol
0,004’”
0,004’
108
95
2
Pheae~
04’
04’
95
951
12,1,5
Triohlerephenel
4,0b
8&0~2
2,1,6
Thoh1oroph~ol
0~0G8~
0-04
Inorganics
7440-36-0
lAntimony
0.006’
0.024’
7440-38-2
Arsenic
0.05’
0.2’
7440-39-3
Barium
2.0°
2.0’
7440-41-7
Beryllium
0.0040
0.5’
744042-8
Boron
2.0’
2.0’
744043-9
Cadmium
0.005’
0.05’
7440-70-2
Calcium
.
16887-00-6
Chloride
-
200’
200’
744047-3
Chromium, total
0.1’
1.0’
18540-29-9
Chromium, ion, hexavalent
---
---
7440484
ICobalt
1.0’
1
1.0’
7440-50-8
iCopper
0.65’
0.65’
57-12-5
Cyanide
0.2’
0.6’
7782414
Fluoride
4.0’
4.0’
15438-31-0
Iron
5.0’
5.0’
7439-92-1
Lead
0.0075’
0.1’
7439-954
Magnesium
—-
---
(7439-96-s
Manganese
0.15’
10.0’
(7439-97-6
JMercury
0.002’
0.01’
17440-02-0
INickel
0.1’
2.0’
14797-55-8
Nitrate
as N
10.0’
~‘
100’
GW0~,jConcentration used to Calculate
Tier I Soil
Remediation Objectives’
CAS No.
Chemical Name
Class I
(mg/L)
Class
II
(mg/L)
7723-14-0
Phosphorus
---
7440-09-7
Potassium
---
---
7782-49-2
Selenium
0.05’
0.050
7440-224
Silver
0.05’
---
7440-23-5
Sodium
---
14808-79-8
Sulfate
400’
400’
7440-28-0
Thallium
0.002’
0.02’
7440-62-2
Vanadium
0.049
0.1
7440-66-6
Zinc
5.0’
10’
Chemical Name
and Groundwater RemediationObjective Notations
‘The Equation
S17
is used to calculate the Soil Remediation Objective for the Soil Component of the Groundwater-Ingestion-
Route;
this equation requires calculation ofthe Target Soil Leachate Concentration (C~)
from
Equation
SI8: C~.
=
OF x
Gwobj,
Value listed is
the WaterHealth BasedLimit (HBL) for this chemical from Soil Screening Guidance:
User’s
Guide,
incorporated by reference at Section
742.210.
TheHBL
is equal
to the non-zero MCLG (if available); the MCL (if available);
or, for carcinogens, a cancer risk of I.OE-6, and for noncarcinogens
is equal
to aHazard Quotient of 1.0.
NOTE:
These
GWObJ
concentrations
are not equal to the Tier
1
Groundwater Remediation Objectives for the Direct Tngestion M~Groundwater
Component of the
Groundwater
Ingestion
Route, listed in
Section 742.Appendix B,
Table E.
Value listed is also the Groundwater Quality Standard for this chemical pursuant to 35
III.
Adm. Code 620.410 for Class I
Groundwater or 35
III.
Adm. Code 620.420 for Class II Grounchñter.
(Source:
Amended at
III. Reg. __________,effective
)
Section 742.APPENDIX C: Tier 2 Illustrations
and Tables and ffluitration3
Section 742.lllustration A:
Tier 2 Evaluation for Soil
Determine
objectives for
Ingestion
Determine the
contaminants that exceed
Tier
1
objectives
It
Select equations and site
specific
information to
be
utilized.
I
‘I,
Determine
objectives for
Migration to
Groundwater
No Further Remediation
(Institutional
controls may be
required)
If
the industrial/commercial
assumptions
are
used, the
~struction
workers also.
calculations must
be
run for
Determine
objectives for
Inhalation
Is the lowest objective1
(~o
developed
from the
J—’Yes—,\
three
routes achieved
Further
controls
Remediatio~
may
be re~uire~J
No
4,
Go to
Tier3
C
-
Remediate to the
objective developed
(Source:
Amended at
ill. Reg.
_________,
effective
)
Section 742APPENDIX C: Tier 2 Illustrations and Tables and Illustrations
Section 742.Illustration B:
Tier 2 Evaluation for Groundwater
ldenti& contaminants
of concern
whic
exceed
the
Tier
1
groundwater
remediation objectives
Determine
the horizontal and vertical
extent of the area
the Tier 2 objective
is to be applied
~1~
Take action
to remove
any free produc~
Demonstrate all of the following:
Ji,~ijL
4inant
I
___________
,/‘tei
will not
I
exceed
the
I
i
level
will not
I
(“contaminant
(“7the source of
/lnstitutional
Tier
1
level or
I
I
exceed
Tier
level will not
the
release
is
controls are
exceed
surface
p
i
not
within
a
j
in
place
if
health
I
I
1
levels
advisory at
the
I
within
a
water quality
I
setback zone
engineered
standards at
any
or regulated
banters
are to
point of
setback
human
zone
discharge point
recharge
area
be used
fl1c~Irn
I
Develop a
Tier 2 groundwater
remediation
objective
(cannot not exceed the water
solubility of the
contaminant)
Are
the
Tier 2
remediaflon objectives~
condu~remediabon
NH_____________________
achloved?
~er3evaluaUon
(Source:
Amended at
ill. Reg.
________,
effective
____________________
Section 742.APPENDIX C: Tier 2 Illustrations and Tables and Illustrations
Section 742.fllustration C:
U.S.
Department ofAgriculture
Soil Texture Classification
100
crtt&a
Used with the Field Method for Determining
Soil Texture Classes
Cñterion
Sand
Sandy
loam
Loam~,
Slit lawn
clay
loam
clay
I-
Individual
grains
Yes
-
Yes
some
Few
No
No
visible to e~e
2.
Stability
of dry
Do
not form
Do
not form
Easily
Moderately
Hard
and
very hard
clods
broken
easily
broken
stable
and stable
3-
Stability
of wet
Unstable
5llght~4stable
Moderately
stable
Very stable
Very stable
clods
stable
4-
StabilIty of
Does not
Does
not form
Does
not form
Broken
ThIn, will
Very long.
ribbon”
when
wet
soil
rubbed
form
appearance
break
flexible
between
thumb
and
fingers
Particle Size, mm
nos
_______
010
025
0.5
t.O
few
Fine
TFine
Met
I coarse
Tver~
coarse
I
-
Sand
0.002
-
2.0
Clay
Silt
Gavel
100
90
80
70
60
50
40
30
20
10
Percent
Sand
(Source:
Amended at
Ill. Reg.
_________,
effective
Section
742.APPENDDC
C:
Tier
2
Illustrations
and
Tab1es-an4~fflustffttiens
Section
742.Table
A:
SSL
Equations
Equations
for
Soil
Remediation
Objectives
for
d
Ingestion
Exposure
Route
Noncarcinogenic
Contaminants
THQ
•
BW
•
AT
•
365—
(mg/kg)
yr
Si
1
•1O_6-!W~~sEF.EDsIR~0,
RJD0
mg
Remediation
Objectives
for
Carcinogenic
Contaminants
-
Residential
(mg/kg)
.
d
TR
•
AT~
•
365—
yr
S2
SF0
•
1
O~
—~-
.
EF
.
IF~011041
mg
Remediation
Objectives
for
Carcinogenic
TR~BW•ATC
.365k
Contaminants
-
Industriall
yr
S3
Commercial,
Construction
Worker
(mg/kg)
SFS1O~~~~sEF•EDsIRSOil
mg
Equations
for
Inhnlntion
Remediation
Objectives
for
d
Exposure
Route
(Organic
Noncarcinogenic
Contaminants
-
THQ
•
AT
•
365
Contaminants
and
Residential,
Industrial/Commercial
yr
54
Mercury)
(mg/kg)
1
1
EF.ED.
Remediation
Objectives
for
Noncarcinogenic
Contaminants
-
Construction
Worker
(mg/kg)
d
THQ
•
AT.
365
yr
85
EF.ED•
LRJC
VP
Remediation
Objectives
for
Carcinogenic
Contaminants
-
Residential,
lndustrinll
Commercial
(mg/kg)
d
TR
•
AT
•
365—
yr
S6
ug
1
URF.1,000—.EF.ED.---—
mg
VF
Remediation
Objectives
for
Carcinogenic
Contaminants
-
Construction
Worker
(mg/kg)
d
TR
•
AT
•
365—
c
yr
S7
L1RF.1,
zig
I
000—
•
EF
•
ED.—
mg
VP
Equation
for
Derivation
of
the
Volatilization
Factor
-
Residential,
Industrial!
Commercial,
VP
(m3/kg)
1/2
2
=
Q
(3.14
0
•
T)
•io
—
VP
C
(2.Pb
.DA)
cm2
58
Equation
for
Derivation
of
the
Volatilization
Factor
-
Construction
Worker,
VP
(m/kg)
VF
VP’
=
—
10
59
Equation
for
Derivation
(o333
•
•
H’)
+
(o~33
•
1
510
=
a
of
Apparent
DitThsivity,
DA
DA
2
(cm2/s)
1
(Pb
.Kd)+Ow
+(Oa
.if)
Equations
for
Inhalation
Remediation
Objectives
for
d
Exposure
Route
(Fugitive
Noncarcinogenic
Contaminants
-
THQ
•
AT
•
365
Dusts)
Residential,
Industrial/Commercial
_______
yr
Si!
(mg/kg)
(
1
1
EF.ED.I—s—--
k~RfC
PEF
Remediation
Objectives
for
Noncarcinogenic
Contaminants
-
Construction
Worker
(mg/kg)
d
THQ
•
AT
•
365—
yr
SI
2
/
EF.ED.I-~—.
1
‘~RfC
PEP
Remediation
Objectives
for
Carcinogenic
Contaminants
-
Residential,
Industrial!
Commercial
(mg/kg)
d
TR
•
AT~
•
365
yr
5i3
1
URF.1,000—9-.EF.ED.
mg
PEF
Remediation
Objectives
for
Carcinogenic
Contaminants
-
Construction
Worker
(mg/kg)
~
d
.‘,
TR
•
AT
•
365—
C
yr
URF.1,000-~’-LEF.ED.
1
mg
PEP
S14
Equation
for
Derivation
of
Particulate
Emission
Factor,
PEF
(m3/kg)
3,600—
~
hr
C
3
O.O36.(l_V).(H!?!~J
•F(x)
S!5
Equation
for
Derivation
of’
PEE
S!6
Particulate
Emission
Factot,
PEF’
-
PEE’
=
Construction
Worker
(m3/kg)
10
NOTE:
PEF
must
be
the
industrial/commercial
value
Component
of
the
(mg/kg)
c
.
Equations
for
the
Soil
Remediation
Objective
K4
+
(o~
+
.
H’)
S!7
Groundwater
Ingestion
W
Pb
Exposure
Route
NOTE:
This
equation
can
only
be
used
to
model
contaminant
migration
not
in
the
water
bearing
unit.
Target
Soil
Leachate
Concentration,
C~
(mg,’L)
=
DF.GW~,,,
Sm
Soil-Water
Partition
Coefficient,
K4
(cm3!g)
K4
=
K
•
f
oc
oc
Si9
Water-Filled
Soil
Porosity,
0,,,,
~
‘~I/(2b+3)
,~:
-
520
Air-Filled
Soil
Porosity,
0,
(L,1J,0~~)
6a
=
76w
S21
Dilution
Factor,
DF
(unitless)
K
•
i
•
d
DE=1+
I.L
822
GroundwaterRemediation
Objective
for
Carcinogenic
Contaminants,
GW0~~
(mgfL)
TR.BW.AT
.365-~--
yr
823
SF,,
•
IR,,
•
EF
•
ED
Total
Soil
Porosity,
T~
(Lr~JL~~)
Pb
=
1
—
—
t’~
S24
Equation
for
Estimation
of
Mixing
05
+
(—L
01)
1
825
ZoneDepth,d
d
=(o.o112.L2)
-
1_exPkd)j
(m)
Mass-Limit
Volatilization
Factor
Mass-Limit
Equations
for
for
the
Inhalation
Exposure
Route
Inhalation
Exposure
-
Residential,
Industrial/
TML.3.15•107~~l
526
Route
and
Soil
Commercial,
VF
(m/kg)
yr)
I
Component
of
the
=
Groundwater
Ingestion
-L
C
cm
Exposure
Route
9b
•
•
io6
m3
NOTE:
This
equation
maybe
used
when
vertical
thickness
of
contamination
is
known
or
can
be
estimated
r~liably.
Mass-Limit
Volatilization
Factor
for
Inhalation
Exposure
Route
-
Construction
Worker,
VP’
-
(m3/kg)
,
VF
VFML
=
M-L
827
Mass-Limit
Remediation
Objective
(C
.
‘M—L
.EDML)
for
Soil
Component
of
the
828
Groundwater
Ingestion
Exposure
•
ds
Route
(mg/kg)
NOTE:
This
equation
may
be
used
when
vertical
thickness
is
known
or
can
be
estimated
reliably.
Equation
for
Derivation
of
the
Soil
Saturation
Limit,
C,1~
C
‘°‘
S
=
—
.
(lCd
•
Pb)
+
+
(H’
•
~
)I
Pb
S29
(Source:
Amended
at
Ill.
Reg.
_________,
effective
______________________
Section
742APPENDIX
C:
Tier
2
illustrations
and
Tab1es~and4lltisttatiens
Section
742.Table
B:
SSL
Parameters
Symbol
Parameter
Units
Source
Parameter
Value(s)
AT
Averaging
Time
for
Noncarcinogens
in
Ingestion
Equation
yr
Residential
=6
Industrial/Commercial
=
25
Construction
Worker
=
0.115
AT
Averaging
Time
for
Noncarcinogens
in
Inhalation
Equation
yr
Residential
=
30
Industrial/Commercial
25
Construction
Worker
=
0.115
AT~
Averaging
Time
for
Carcinogens
yr
SSL
70
-
13W
Body
Weight
-
kg
:
Residential
=
15,
noncarcinogens
70,
carcinogens
lndustriallConimercial
=
70
Construction
Worker
=
70
C,g
soil
Saturation
Concentration
mg/kg
Appendix
A,
Table
A
or
Equation
S29
in
Appendix
C,
Table
A
Chemical-Specific
or
Calculated
Value
C.,,
Target
Soil
Leachate
Concentration
mg/L
Equation
818
in
Appendix
C,
Table
A
Groundwater
Standard,
Health
Advisory
concentration,
or
Calculated
Value
d
Mixing
Zone
Depth
m
SSL
or
Equation
S25
in
Appendix_C,_Table
A
2
m
or
Calculated
Value
da
Aquifer
Thickness
m
Field
Measurement
Site-Specific
Symbol
Parameter
Units
Source
Parameter
Value(s)
d,
Depth
of
Source
.
(Vertical
thickness
of
contamination)
m
Field
Measurement
or
Estimation
Site-Specific
DA
Apparent
DifThsivity
cm2/s
Equation
810
in
Appendix
C,
Table
A
Calculated
Value
D~
Difflisivity
in
Air
cm2/s
Appendix
C,
Table
E
Chemical-Specific
D~
Diffusivity
in
Water
cm2/s
Appendix
C,
Table
E
Chemical-Specific
DF
Dilution
Factor
unitless
Equation
S22
in
Appendix
C,
Table
A
20
or
Calculated
Value
ED
Exposure
Duration
for
Ingestion
of
Carcinogens
yr
Industrial/Commercial
=
25
Construction
Worker
=
ED
.
Exposure
Duration
for
Inhalation
of
Carcinogens
yr
Residential
=
30
lndustriallCommercial
=
25
Construction
Worker
=
ED
Exposure
Duration
for
Ingestion
of
Noncarcinogens
yr
‘
Residential
=
6
Industrial/Commercial
=
25
Construction
Worker
=
ED
Exposure
Duration
for
Inhalation
of
Noncarcinogens
yr
Residential
=
30
Industrial/Commercial
=
25
Construction
Worker
=
I
-
ED
Exposure
Duration
for
the
Direct
Ingestion
of
Groundwater
yr
Residential
=
30
Industrial/Commercial
=
25
Construction
Worker
=
Symbol
Parameter
Units
Source
Parameter
Value(s)
EDML
Exposure
Duration
for
Migration
to
Groundwater
Mass-Limit
Equation
S28
yr
SSL
70
EF
Exposure
Frequency
d/yr
Residential
350
Industrial/Commercial
250
Construction
Worker
=
30
F(x)
Function
dependent
on
UJU’
unitless
SSL
0.194
f~
~
Organic
Carbon
Content
of
Soil
~
g/g
SSL
or
Field
Measurement
(See
Appendix
C,
Table
F)
Surface
Soil
=
0.006
Subsurface
soil
=
0.002,
or
Site-Specific
GW0~
.
Groundwater
Remediation
Remediation
Objective
mg/L
.
Appendix
B,
Table
E,
35
IAC
620.Subpart
F,
or
Equation
S23
in
Appendix
C,
Table
A
Chemical-Specific
or
Calculated
H’
Henry’s
Law
Constant
unitless
‘
Appendix
C,
Table
E
Chemical-Specific
i
Hydraulic
Gradient
rn/rn
Field
Measurement
(See
Appendix
C,
Table
F)
Site-Specific
I
Infiltration
Rate
rn/yr
SSL
0.3
1ML
Infiltration
Rate
for
Migration
to
Groundwater
Mass-Limit_Equation_S28
rn/yr
SSL
0.18
Symbol
Parameter
Units
Source
Parameter
Value(s)
lFwa~
-
(residential)
Age
Adjusted
Soil
Ingestion
Factor
for
Carcinogens
(mg-yr)/Qcg-d)
SSL
114
lR~~
Soil
Ingestion
Rate
mgid
.
Residential
=
200
Industrial/Commercial
=
50
Construction
Worker
=
480
W~,
Daily
Water
Ingestion
Rate
LId
Residential
=
2
Industrial/Commercial
=
I
K
Aquifer
Hydraulic
Conductivity
rn/yr
Field
Measurement
(See
Appendix
C,
Table
F)
Site-Specific
K.d
(Non-ionizing
organics)
Soil-Water
Partition
Coefficient
cm3/g
or
Likg
Equation
SI
9
in
Appendix
C,
Table
A
Calculated
Value
K5
(Ionizing
organics)
Soil-Water
Partition
Coefficient
cm3/g
or
L/kg
Equation
519
in
Appendix
C,
Table
A
Chemical
and
pH-Specific
(see
Appendix
C,
Table
I)
1(4
(Inorganics)
Soil-Water
Partition
Coefficient
cm3/g
or
LJkg
,“
Appendix
C,
Table
J
Chemical
and
pH-Specific
K0~
Organic
Carbon
Partition
Coefficient
cm3/g
or
IJkg
Appendix
C,
Table
E
or
Appendix
C,
Table
I
Chemical-Specific
K,
Saturated
Hydraulic
Conductivity
rn/yr
Appendix
C,
Table
K
Appendix
C,
Illustration
C
Site-Specific
L
Source
Length
Parallel
to
Groundwater
Flow
m
,
Field
Measurement
Site-Specific
PEF
Particulate
Emission
Factor
m3/kg
SSL
or
Equation
515
in
Appendix
C,
Table
A
Residential
1.32
•
l0~
or
Site-Specific
Industrial/Commercial
=
1.24
•
or
Site-
Specific
Symbol
Parameter
Units
Source
Parameter
Value(s)
PEF’
-
Particulate
Emission
Factor
adjusted
for
Agitation
(construction
worker)
m3/kg
.
Equation
S16
in
Appendix
C,
Table
A
using
PEF
(industrial/commercial)
1.24
•
lO~
or
Site-Specific
Q/C
(used
in
VP
equations)
Inverse
of
the
rnean
concentration
at
the
center
of
a
square
source
(g/m2-s)/(kg/m3)
Appendix
C,
Table
H
Residential
=
68.81
Industrial/Commercial
=
85.81
Construction
Worker
=
85.81
Q/C
(used
in
PEF
equations)
Inverse
of
the
mean
concentration
at
the
center
of
a
square
source
(g/m1-s)/IJcgJm3)
SSL
or
Appendix
C,
Table
H
.
Residential
=
90,80
Industrial/Commercial
=
85.81
Construction
Worker
=
85.81
Rff~
Inhalation
Reference
Concentration
mg/rn3
IEPA
(IRIS/FlEAS?)
Toxicological-Specific
(Note:
for
Construction
Workers
use
subchronic
reference
concentrations)
RfI)Q
Oral
Reference
Dose
mg/Qcg-d)
.
‘
IEPA
(IRIS/FlEAS?)
Toxicological-Specific
(Note:
for
Construction
Worker
use
subchronic
reference
doses)
S
Solubility
in
Water
mg/L
Appendix
C,
Table
E
Chemical-Specific
SF,
Oral
Slope
Factor
(rng/kg-d)1
IPPA
(IRIS/HEAST’)
Toxicological-Specific
T
Exposure
Interval
s
Residential
=
9.5
•
lO~
Industrial/Commercial
=
7.9
•
10~
Construction
Worker
3.6
•
106
Symbol
Parameter
Units
Source
Parameter
Value(s)
TML
Exposure
Interval
for
Mass-Limit
Volatilization
Factor_Equation_S26
yr
SSL
30
THQ
Target
Hazard
Quotient
unitless
SSL
I
TR
Target
Cancer
Risk
unitless
Residential
=
1
0~
at
the
point
of
human
exposure
lndustriallCommercial
=
l0~’
at
the
point
of
human
exposure
Construction
Worker
=
I
at
the
point
of
human
exposure
Urn
Mean
Annual
Windspeed
rn/s
SSL
4.69
URF
Inhalation
Unit
Risk
Factor
(ug/m3)1
IEPA
(IRIS/I-IEASr)
Toxicological-Specific
U~
•
Equivalent
Threshold
Value
of
Windspeed
at
7
m
rn/s
:
SSL
11.32
V
Fraction
of
Vegetative
Cover
unitless
SSL
or
Field
Measurement
0.5
or
Site-Specific
\F
Volatilization
Factor
.
.n’/kg
Equation
S8
in
Appendix
C,
Table
A
Calculated
Value
VP
Volatilization
Factor
adjusted
for
Agitation
ni’/kg
Equation
S9
in
Appendix
C,
Table
A
Calculated
Value
Symbol
Parameter
Units
Source
Parameter
Value(s)
‘T~M-I.
Mass-Limit
Volatilization
Factor
m3/kg
Equation
S26
in
Appendix
C,
Table
A
Calculated
Value
VFML
Mass-Limit
Volatilization
Factor
adjusted
for
Agitation
m3/kg
Equation
S27
in
Appendix
C,
Table
A
Calculated
Value
TI
.
Total
Soil
Porosity
~
L~jL,,11
SSLor
Equation
S24
in
Appendix
C,
Table
A
0.43,
or
Gravel
=
0.25
Sand=0.32
Silt
=
0.40
Clay
=
0.36,
or
Calculated
Value
0~
Mr-Filled
Soil
Porosity
.
~
L~/L,~
.
~
SSL
or
Equation
S21
in
Appendix
C,
Table
A
Surface
Soil
(top
1
meter)
=
0.28
Subsurface
Soil
(below
1
meter)
=
0.13,
or
GravelO.05
SandO.14
Silt
-
0.24
Clay
=
0.19,
or
Calculated
Value
0~
Water-Filled
Soil
Porosity
L,~JL11
.
SSL
or
Equation
S20
in
Appendix
C,
Table
A
Surface
Soil
(top
1
meter)
=
0.15
Subsurface
Soil
(below
1
meter)
=
0.30,
or
Gravel
=
0.20
Sand
=
0.18
Silt
=
0.16
Clay
=
0.
17,
or
Calculated_Value
Symbol
Parameter
Units
Source
Parameter
Value(s)
Pb
DrySoilBulkDensity
kg/Lorg/cm3
SSLor
Field
Measurement
(See
Appendix
C,
Table
F)
l.5,or
r~’~°
Silt=
1.6
Clay=
l.7,or
Site-Specific
p,
Soil
Particle
Density
g/cm3
SSL
or
Field
Measurement
(See
Appendix
C,
Table
F)
2.65,
or
.
Site-Specific
Pw
Water
Density
g/cm3
SSL
I
I
/(2b+3)
~
Exponential
in
Equation
S20
unitless
Appendix
C,
Table
K
Appendix
C,
Illustration
C
Site-Specific
a
HEAST
=
Health
Effects
Assessment
Sumamiy
Tables.
USEPA,
Office
of
Solid
Waste
and
Emergency
Response.
EPA/SQO/R-95/036.
Updated
Quarterly.
(Source:
Amended
at
111.
Reg.
_________,
effective
______________________
Section
742.APPENDIX
C:
Tier
2
Illustrations
and
Tables
and
Illustrations
Section
742.Table
C:
RBCA
Equations
Equations
for
the
combined
exposures
routes
of
soil
ingestion
inhalation
of
vapors
and
particulates,
and
dermal
contact
with
soil
Remediation
Objectives
for
Carcinogenic
Contaminants
(mg/kg)
TR.BW.AT~
.365-~-
yr
EF.ED.SF0.I0~~~!~.((IR5011.RAF0)+(SA.
M.RAFd))+SF
•IRair!~(VF
+VF~)
Remediation
Objectives
for
d
Non-carcinogenic
Contaminants
(mg/kg)
THQ
•
BW
•
AT
•
365
—
n
yr
EF
•
ED.
RJD0
air
~1~
RJD
Ri
Volatilization
Factor
for
Surficial
Soils,
VF~~
(kg/rn3)
Whicheverislesslietween
R3andlt4
2.W.
=
3
cm
.
kg
p5.103
m3•g
I_____________________
U
.8
•~J
o
+(k,
.
p3)+(H’soj.r
air
air
irs
cm3
-kg
Wsp3sdslO3
3
m-g
U
.8
sr
air
air
R4
Ri
Volatilization
Factor
for
Surficial
Soils
Regarding
Particulates,
VF~
(kg/sn3)
vF’~
=
•
•
~
cm
,n
.
kg
‘g
R5
U~
•
ci,
Effective
Diffusion
Coefficient
in
Soil
Based
•
6~”
D~0t~F.
6
~
____________
WI
R6
onVapor-Phase
=
a2
+
H’.!)2
Concentration
Dfl
T
(cm2/s)
Equations
for
the
Remediation
Objectives
for
ambient
vapor
Carcinogenic
Contaminants
RBSLaw•1O~3
Ri
inhalation
(mg/kg)
VFsa~
(outdoor)
route
fromsubsurface
soils
Remediation
Objectives
for
.
Non-carcinogenic
Contaminants
(mg/kg)
‘
~
‘
RBSLai,
•
R8
VF~
Carcinogenic
Risk-Based
ScreeningLevelforAir,
RBSLaIr
(ug/m3)
d
TRsBWsAT~.365-—--slO3
~
yr
mg
RBSL
air
=
SF,
SIRai
.EFsEJ)
R9
Noncarcinogenic
Risk-
Based
Screening
Level
for
Air,
RBSL~
(uglrn’)
d
,
ug
T!IQsRfl)~.BWsAT
s365—slO
-~
“
yr
mg
RBSL0~
=
JR
s
EF
•
ED
air
Rio
Volatilization
Factor
-
Subsurface
Soil
to
Ambient
Air,
VF~
(mg/m5/(mgIkg~)
~t~amb
=
Ri
i
dm3
kg
H’sp,s103
3
m
ow.
-i-(k,spj+(H’sG~jJ
Equations
for
the
Soil
Component
of
the
Groundwater
Ingestion
Exposure
Route
Remediation
Objective
(mg/kg)
G~JQ~
LF~,
NOTE:
This
equation
can
only
be
used
to
model
contaminant
migration
not
in
the
water
bearing
unit.
1412
Groundwater
at
the
source,
GW,~
(mg/L)
G
Wwmp
=
cxi
/
/‘Csowce
1413
Leaching
Factor,
LF,~
(m~)/(mg&g~
cm3
.
kg
.
pIe
L~g
LF~=
(u
.~
\5W
~wi~
o~
+(k,
.Ps)+(H’.9~)I.1+
(Jew)
j
R14
Steady-StateAttenuation
AlongtheCenterlineofa
Dissolved
Plume,
C(1/C,~
X
“
42.a
s,~
1
s~
1
C(I,/
LJ
.
~
I
•
erf
I•
erf
Jj
4.
~
•
X
j
2
•
•
X
j
~
NOTE:
I.
Thiá
equation
does
not
predict
the
contaminant
flow
within
bedrock
and
may
not
accurately
predict
downgradient
concentrations
in
the
presence
of
a
confining
layer.
2.
If
the
value
of
the
First
Order
Degradation
Constant
(~)
is
not
readily
available,
then
set
X
=
0.
RiS
Longitudinal
Dispersivity,
a.
(cm)
.
a1=O.1O.X
1416
Transverse
Dispersivity,
a1
(c~~
a~
ay=~j~
1417
Vertical
Dispersivity,
a7
~I~n1~
a~
a~=-~
RIS
Specific
Discharge,
U
(cm/d)
K
•
u
=
or
R19
Soil-Water
Sorption
Coefficient,
Ic,
k
=
K
.~
s
oc
oc
Volumetric
Air
Content
in
Vadose
Zone
Soils,
0,,
(cm3,jJcm3,~)
=
—
(w
.
p,)
PW
Volumetric
Water
Content
in
Vadose
Zone
Soils,
O,~.,
(cm3~,Jcm3,~,,J
:
we
p3
OWl
=
PW
R22
Total
Soil
Porosity,
O~
(cm/cm3,~)
=
6~
+6W3
1423
Groundwater
Darcy
Velocity,U~
U~
=
K•i
R24
(cm/yr)
Equations
for
the
Remediation
Objective
for
Groundwater
Carcinogenic
Contaminants
TR
•BW.
ATc
s
365-~-
1425
Ingestion
(mg/L)
yr
Exposure
Route
SF0
SJRW•EF•ED
Dissolved
Hydrocarbon
Concentration
along
C(x)
=
R26
Centerline,
C(~
_____________
(mg/L,,,)
17
x
“
41.a1’~1
I
SW
1,~1
5d
1
II•
Csource
.ex~ft~I
1—
1+
~
~
4eJay
•xj
2.Jaz
.xj
L
2a~~’
NOTE:
I.
This
equation
does
not
predict
the
contaminant
flow
within
bedrock
and
may
not
accurately
predict
downgradient
concentrations
in
the
presence
of
a
confining
layer.
2.
If
the
value
of
the
First
Order
Degradation
Constant
(X)
is
not
readily
available,
then
set
k
=
0.
(Source:
Amended
at
Ill.
Reg.
_________,
effective
______________________
Section
742.APPENDIX
C:
Tier
2
Illustrations
and
Tables
and
Jlluotration~
Section
742.Table
D:
RBCA
Parameters
Symbol
Parameter
Units
Source
Parameter
Value(s)
AT~
Averaging
Time
for
Carcinogens
yr
RBCA
70
AT,
Averaging
Time
for
Noncarcinogens
~
yr
RBCA
Residential
=
30
lndustriallCommercial
=
25
Construction
Worker
=
0.115
BW
Adult
Body
Weight
kg
RBCA
70
The
greatest
potential
concentration
of
the
contaminant
of
concern
in
the
groundwater
at
the
source
of
the
contamination,
based
on
the
concentrations
of
contaminants
in
groundwater
due
to
the
release
and
the
projected
concentration
of
the
contaminant
migrating
from
the
soil
to
the
groundwater.
mg/L
.
:‘
Field
Measurement
.
Site-Specific
~
C(1)
Concentration
of
Contaminant
in
Groundwater
at
Distance
X
from
the
source
mg/L
Equation
1426
in
Appendix
C,
Table
C
Calculated
Value
Symbol
Parameter
Units
Source
Parameter
Value(s)
C(x)/C,rnn
Steady-State
Attenuation
Along
the
Centerline
of
a
Dissolved
Plume
unitless
Equation
RI
$
in
Appendix
C,
Table
C
Calculated
Value
d
Lower
Depth
of
Surficial
Soil
Zone
cm
Field
Measurement
100
or
Site-Specific
(not
to
exceed
100)
It’
Diffusion
Coefficient
in
Air
cm2/s
Appendix
C,
Table
E
Chemical-Specific
DWN~
Diffusion
Coefficient
in
Water
cm2/s
Appendix
C,
Table
B
Chemical-Specific
D,m
Effective
Diffusion
Coefficient
in
Soil
Based
on
Vapor-Phase
Concentration
cm2/s
Equation
R6
in
Appendix
C,
Table
C
.
Calculated
Value
ED
Exposure
Duration
yr
:
RBCA
Residential
=
30
Industrial/Commercial
=
2$
Construction
Worker
=
EF
Exposure
Frequency
diyr
RBCA
Residential
=
350
IndustriaL/Commercial
=
250
Construction
Worker
=
30
erf
Error
Function
unitless
Appendix
C,
Table
G
Mathematical
Function
Symbol
Parameter
Units
Source
Parameter
Value(s)
Organic
Carbon
Content
of
Soil
g/g
RBCA
or
Field
Measurement
(See
Appendix
C,
Table
F)
Surface
Soil
=
0.006
Subsurface
Soil
=
0.002
or
Site-Specific
GW~~
Groundwater
Objective
at
the
Compliance
Point
mg/L
Appendix
B,
Table
E,
35
IAC
620.Subpart
F,
or
Equation
R25_in
Appendix_C,_Table
C
Site-Specific
Groundwater
Concentration
at
the
Source
mgIL
Equation
RI
3
in
Appendix
C,
Table
C
Calculated
Value
H’
Henry’s
Law
Constant
anL~Jcm~
Appendix
C,
Table
F
Chemical-Specific
i
Hydraulic
Gradient
an/cm
(unitless)
Field
Measurement
(See
Appendix
C,
Table
F)
Site-Specific
I
Infiltration
Rate
cm/yr
RBCA
30
IR.~.
Daily
Outdoor
Inhalation
Rate
m3/d
RBCA
20
lR~5
Soil
Ingestion
Rate
.
mgld
RBCA
Residential
=
100
IndustriallCommercial
=
50
Construction
Worker
=
480
IIRW
Daily
Water
Ingestion
Rate
lid
RBCA
Residential
=
2
IndustrialiCommercial
=
I
Symbol
Parameter
Units
Source
Parameter
Value(s)
K
Aquifer
Hydraulic
Conductivity
cmld
for
Equations
RIS,
R19
and
R26
cm/yr
for
Equation
1424
Field
Measurement
(See
Appendix
C,
Table
F)
Site-Specific
K~
Organic
Carbon
Partition
Coefficient
cm3/g
or
lAg
Appendix
C~
Table
E
or
Appendix
C,
Table
I
Chemical-Specific
Ic,
(non-ionizing
organ
ics)
Soil
Water
Sorption
Coefficient
cm3~aJg~a
Equation
R20
in
Appendix
C,Table
C
Calculated
Value
Ii,
(ionizing
orgaaics)
Soil
Water
Sorption
Coefficient
cm3waig.~
Equation
R20
in
Appendix
C,
Table
C
Chemical
and
pH-Specific
(See
Appendix
C,
Table
I)
Ic, (inorganics)
Soil
Water
Sorption
Coefficient
cm~._,Jg~
Appendix
C,
Table
J
Chentical
and
pH-Specific
.
L,
Depth
to
Subsurface
Soil
Sources
cm
RBCA
100
LF
Leaching
Factor
~
(mg/L~)/
(mg/kg,~)
Equation
1414
in
Appendix
C,
Table
C
Calculated
Value
M
Soil
to
Skin
Adherence
Factor
mg/cm2
RBCA
0~5
Symbol
Parameter
Units
Source
Parameter
Value(s)
Pe
Particulate
Emission
Rate
gicm2-s
RBCA
6.9
•
RAFd
Dennal
Relative
Absorption
Factor
unitless
RBCA
0.5
RAF~
(PNAs)
Detmal
Relative
Absorption
Factor
unitless
RBCA
0.05
RAFd
(inorganics)
Dermal
Relative
Absorption
Factor
unitless
‘
RBCA
0
RAEQ
Oral
Relative
Absorption
Factor
.
unitless
RBCA
1.0
RBSL,k
Carcinogenic
Risk-Based
Screening
Level
for
Air
ug/m3
Equation
R9
in
Appendix
C,
Table
C
Chemical-,
Media-,
and
Exposure
Route-Specific
RBSL.~
Noncarcinogenic
Risk-Based
Screening
Level
for
Air
uglm’
:
Equations
RIO
in
Appendix
C,
Table
C
‘
Chemical-,
Media-,
and
Exposure
Route-Specific
lilt),
Inhalation
Reference
Dose
mg/kg-d
IEPA
(IRISIHEASr)
Toxicological-Specific
RID.
Oral
Reference
Dose
mg/(kg-d)
IEPA
(IRIS/HEASV)
Toxicological-Specific
(Note:
for
Construction
Worker
use
subchronic
reference
doses)
SA
Skin
Surface
Area
cm2/d
RBCA
3,160
Symbol
Parameter
Units
Source
Parameter
Value(s)
S4
Source
Width
Perpendicular
to
Groundwater
Flow
Direction
in
Vertical
Plane
cm
Field
Measurement
For
Migration
to
Groundwater
Route:
Use
200
or
Site-Specific
For
Groundwater
remediation
objective:
Use
Site-Specific
S~
Source
Width
Perpendicular
to
Groundwater
Flow
Direction
in
Horizontal
Plane
cm
Field
Measurement
Site-Specific
SF~
Inhalation
Cancer
Slope
Factor
(mg/kg-dy1
IEPA
(IRIS/HEAST’)
Toxicological-Specific
SF0
Oral
Slope
Factor
(mg/kg-d)4
JEPA
(IRIS/HEAST’)
Toxicological-Specific
THQ
Target
Hazard
Quotient
unitless
RBCA
I
TR
~
Target
Cancer
Risk
unitless
RBCA
-
Residential
=
I0~
at
the
point
of
human
exposure
Industrial/Commercial
=
I
0~
at
the
point
of
human
exposure
Constniction
Worker=
lO~
at
the
point
of
human
expxure
U
Specific
Discharge
cm/d
Equation
Rl9
in
Appendix
C,
Table
C
Calculated
Value
Symbol
Parameter
Units
Source
Parameter
Value(s)
U~
Average
Wind
Speed
Above
Ground
Surface
in
Ambient
Mixing
Zone
cm/s
RBCA
225
Ui,.
Groundwater
Darcy
Velocity
cm/yr
Equation
R24
in
Appendix
C,
Table
C
Calculated
Value
VF
Volatilization
Factor
for
Surficial
Soils
Regarding
Particulates
kglm3
Equation
R5
in
Appendix
C,
Table
C
Calculated
Value
VF,,,,g,
Volatilization
Factor
(Subsurface
Soils
to
Ambient
Air)
(mgIm3~)/(mg/kg,
oil)
or
kg/rn3
Equation
RI
I
in
Appendix
C,
Table
C
Calculated
Value
VF,,
Volatilization
Factor
for
Surficial
Soils
kg/rn3
Use
Equations
R3
and
R4
in
Appendix
C,
Table
C
Calculated
Value
from
Equation
R3
or
R4
(whichever
is
less)
W
Width
of
Source
Area
Parallel
to
Direction
to
Wind
or
Groundwater
Movement
cm
.
‘
Field
Measurement
Site-Specific
Symbol
Parameter
Units
Source
Parameter
Value(s)
w
Average
Soil
Moisture
Content
gW.lJgSOa
RBCA
or
Field
Measurement
(See
Appendix
C,
Table
F)
0,
or
Surface
Soil
(top
I
meter)
=
0.1
Subsurface
Soil
(below
1
meter)
=
0.2,
or
Site-Specific
X
~
Distance
along
the
Centerline
of
the
Groundwater
Plume
Emanating
from
a
Source~
The
x
direction
is
the
direction
of
groundwater
flow
cm
Field
Measurement
Site-Specific
a1
Longitudinal
Dispersitivity
cm
Equation
RI
6
in
Appendix
C,
Table
C
Calculated
Value
a,,
Transverse
Dispersitivity
cm
Equation
R17
in
Appendix
C,
Table
C
Calculated
Value
02
Vertical
Dispersitivity
cm
‘
Equation
RI
Sin
Appendix
C,
Table
C
Calculated
Value
$~
Ambient
Air
Mixing
Zone
Height
cm
RECA
200
Symbol
Parameter
Units
Source
Parameter
Value(s)
5~•
Groundwater
Mixing
Zone
Thickness
cm
RBCA
~
200
~
0,3
Volumetric
Air
Content
in
Vadose
Zone
Soils
cm3u/cm~u
RBCA
or
Equation
R2l
in
Appendix
C,
Table
C
Surface
Soil
(top
1
meter)
=
0.28
Subsurface
Soil
(below
I
meter)
0.13,
Or
Gravel
=
0.05
Sand
=
0.
14
Silt
~0.
16
Clay
=
0.17,
or
Calculated
Value
0,~,
Volumetric
Water
Content
in
Vadose
Zone
Soils
cm3.1Jcm’~a
,
RBCA
or
Equation
R22
in
Appendix
C,
Table
C
.
Surface
Soil
(top
1
meter)
=
0.15
Subsurface
Soil
(below
1
meter)
=
0.30,
or
Gravel
=
0.20
Sand=0.18
Silt=
0.16
Clay
=
0.17,
or
Calculated
Value
Symbol
Parameter
Units
Source
Parameter
Value(s)
0~
.
Total
Soil
Porosity
cm3/cm3~a
~
RBCA
or
Equation
R23
in
Appendix
C,
Table
C
.
0.43,
or
Gravel
=
015
Sand
=
0.32
Silt
0.40
Clay=0.36,or
Calculated
Value
).
First
Order
Degradation
Constant
d’
Appendix
C,
Table
E
Chemical-Specific
,r
pi
3.1416
p~
Soil
Bulk
Density
.
~
g/cm3
.
RBCA
or
Field
Measurement
(See
Appendix
C,
Table
F)
1.5,
or
Gravel
=
2.0
Sand
1.8
Silt=
1.6
Clayl.7,or
Site-Specific
Pw
r
Water
Density
Averaging
Time
for
Vapor
Flux
glcm3
s
ROCA
RBCA
I
9.46
•
to’
*
HEAST
=
Health
Effects
Assessment
Summary
Tables.
USEPA,
Office
of
Solid
Waste
and
Emergency
Response.
EPA/540/R-95/036.
Updated
Quarterly.
(Source:
Amended
at
Ill.
keg.
________,
effective
_____________________
Section
742.APPENDIX
C:
Tier
2
Ij1ustrptions~fl~Tab1es-ftfld4thtStffttieft5
Section
742.Table
E:
Default
Physical
and
Chemical
Parameters
CAS
No.
Chemical
Solubility
in
Water(S)
(ingfL)
DilThsivity
in
Air
(Di)
(cm2fs)
~
Diffusivity
in
Water
(D)
(cm’Is)
Dimensionless
Henry’s
Law
Constant
(H’)
(25°C)
Organic
Carbon
Partition
Coefficient
(lC~j
(L/kg)
First
Order
Degradation
Constant
(X)
(d’)
Neutral
Organics
83-32-9
Acenaphthene
4.24
0.0421
7.69E-6
0.00636
7,080
0.0034
67-64-I
Acetone
1,000,000
0.124
l.l4E-5
0.00159
0375
0.0495
15972-60-8
Alachlor
242
0.0198
5.69E-6
0.00000132
394
No
Data
116-06-3
Aldicarb
6,000
0.0305
7.19E-6
0.0000000574
12
0.00109
309-00-2
Aldrin
0.18
:0.0132
4.86E-6
-
0.00697
2,450,000
0.00059
120-12-7
Anthracene
0.0434
0.0324
7.74E-6
0.00267
29,500
0.00075
1912-24-9
Atrazine
70
0.0258
6.69E-6
0.00000005
451
No
Data
71-43-2
Benzene
1,750
0.088
9.80E-6
0.228
58.9
0.0009
CAS
No.
Chemical
Solubility
in
Water
(5)
(mg/L)
~
Diffusivity
in
Air
(Di)
(cm2/s)
Difflisivity
in
Water
(D~)
(cm2/s)
Dimentionless
Henr)~s
Law
Constant
(H’)
(25°C)
Organic
Carbon
Partition
Coefficient
(K.0~)
(1-1kg)
First
Order
Degradation
Constant
(X)(d’)
56-55-3
Benzo(a)antbracene
0.0094
0.0510
9.OOE-6
0.000137
398,000
000051
205-99-2
Beazo(b)fluoranthene
0.0015
0.0226
5,56E-6
0.00455
1,230,000
0.00057
207-08-9
Benzo(k)fluoranthene
0.0008
0.0226
5.56E-6
0.000034
1,230,000
0.00016
65-85-0
Benzoic
Acid
3,500
0.0536
7.97E-6
0.0000631
0.600
No
Data
50-32-8
Benzo(a)pyrene
0.00
162
0.043
9.OOE-6
0.0000463
1,020,000
0.00065
311-44-4
Bis(2-chloroethyl)ether
17,200
0.0692
7.53E-6
0.000738
15.5
0.0019
117-81-7
Bis(2-ethylhexyl)phthalate
0.34
0.0351
3.66E-6
0.00000418
15,100,000
0.0018
75-274
Bromodichloromethane
6.740
‘0.0298
I
.06E5
0.0656
55.0
No
Data
75-25-2
Bromofonn
3,100
0.0149
1.03E-5
0.0219
87.!
0M019
71-36-3
Butanol
74,000
0.0800
9.30E-6
0.00036!
6.92
0.01283
85-68-7
Butyl
Benzyl
Phthalate
2.69
0.0174
4.83E-6
00000517
57,500
0.00385
86-74-8
Carbazole
7.48
0.0390
7.03E-6
0.000000626
3,390
No
Data
CAS
No.
Chemical
.
Solubility
in
Water(S)
(mgfL)
Diffusivity
in
Air
(Di)
(cm2/s)
DitThsivity
in
Water
(D~)
(cm2/s)
Dimensionless
Henry’s
Law
Constant
(H’)
(25°C)
Organic
Carbon
Partition
Coefficient
(K~)
(11kg)
First
Order
Degradation
Constant
(~)
(d1)
1563-66-2
Carbofijran
320
0.0249
6.63E-6
.00377
37
No
Data
75-15-0
Carbon
Disulflde
1,190
0.104
l.OOE-5
1.24
45.7
No
Data
56-23-5
Carbon
Tetrachloride
793
0.0780
8.80E-6
1.25
174
0.0019
57-74-9
Chlordane
0.056
0.0118
4.37E-6
0.00199
120,000
0.00025
106-47-8
p-Chloroaniline
5,300
0.0483
I.OlE-5
0.0000136
66.1
No
Data
308-9009-7
Chlorobenzene
472
0.0730
8.70E-6
0.152
-
219
0.0023
124-48-I
Chlorodibromomethane
2,600
0.0196
lOSE-S
0.0321
63.1
0.00385
67-66-3
Chloroform
7,920
0.104
l.OOE-5
0.15
39.8
0.00039
95-57-8
2-Chlorophenol
22,000
0.0501
9.46E-6
0.016
388
No
Data
218-01-9
Chrysene
0.0016
0.0248
6.2lE-6
0.00388
398,000
0.00035
94-75-7
2,4-D
680
0.0231
7.31E-6
0.00000041
451
0.00385
72-54-8
4,4’-DDD
0.09
0.0169
4.76E-6
0.000164
1,000,000
0.000062
CAS
No.
Chemical
~
Solubility
in
Water(S)
(mg/L)
Diffusivity
in
Air
(Di)
(cm2/s)
Diffusivity
in
Water
(D~)
(cm2/s)
Dimensionless
Henry’s
Law
Constant
(H’)
(25°C)
Organic
Carbon
Partition
Coefficient
(lç~)
(IJkg)
First
Order
Degradation
Constant
(X)
(d’)
72-55-9
4,4-DDE
0.12
0.0144
5.87E-6
0.000861
4,470,000
0.000062
50-29-3
4,4-DOT
0.025
0.0137
4.95E-6
0.000332
2,630,000
0.000062
75-99-0
Dalapon
900,000
0.0414
9.46E-6
0.00000264
5.8
0.005775
53-70-3
Dibenzo(a,h)anthracene
0.00249
0.0202
5.18E-6
0.000000603
3,800,000
0.00037
96-12-8
I,2-Dibromo-3-chloropropane
3,200
0.0212
7.02E-6
0.00615
182
0.001925
106-934
1,2-Dibromoethane
4,200
0.0287
8.06E-6
0.0303
93
0.005775
84-74-2
Di-n-butyl
Phthalate
11.2
7.86E-6
0.0000000385
33,900
0.03013
95-50-I
l,2-Dichlorobenzene
156
0.0690
7.90E-6
0.0779
637
0.0019
106-46-7
I,4-Dichlorobenzene
73.8
0.0690
7.90E-6
0.0996
617
0.0039
91-94-I
3,3-Dichlorobenzidine
3.11
0.0194
6.74E-6
0.000000164
724
0.0019
CAS
No.
Chemical
Solubility
in
Water(S)
(mg/L)
DifThsi~ity
in
Air
(Di)
(cm1/s)
Difflisivity
in
Water
(D~)
(cm2/s)
Dimensionless
Henry’s
Law
Constant
(H’)
(25°C)
~
Organic
Carbon
Partition
Coefficient
(Jc~)
(11kg)
First
Order
Degradation
Constant
(A)(d1)
75-34-3
1,1-Oichloroethane
5,060
0.0742
lOSE-S
0.23
31.6
0.0019
107-06-2
1,2-Dichloroethane
8,520
0.104
9.90E-6
0.040!
17.4
0.0019
75-35-4
1,1-Dichloroethylene
2,250
0.0900
1.04E-5
/
1.07
58.9
0.0053
156-59-2
Cis-l,2-Dichloroethylene
3,500
0.0736
l.13E-5
0.167
35.5
0.00024
156-60-5
Trans-I,2-Dichloroethylene
6,300
0.0707
1.19E-5
0.385
52.5
0.00024
120-83-2
2,4-Dichlorophenol
4,500
0.0346
8.77E-6
0.00013
147
0.00027
78-87-S
1,2-Dichloropropane
2,800
0.0782
8.73E-6
0.135
43,7
0.00027
542-75-6
1,3-Dichloropropylene
(cis
+
trans)
2,800
‘
b.0626
l.00E-5
0.726
45.7
0.061
60-57-1
Dieldrin
0.195
0.0125
4.74E-6
0.000619
21,400
0.00032
84-66-2
Diethyl
Plithalate
1,080
0.0256
6.35E-6
0.0000185
288
0.00619
105-67-9
2,4-Dimethylphenol
7,870
0.0584
8.69E-6
0.000082
209
0.0495
51-28-5
2,4-Dinitrophenol
2,790
0.0273
9.06E-6
0.0000(82
0.01
0.00132
CAS
No.
Chemical
Solubility
in
Water
(8)
(mg/L)
~
Diffüsivity
in
Air
(Di)
(cm2/s)
DilThsivity
in
Water
(D~)
(cm2/s)
Dimensionless
Henry’s
Law
Constant
(H’)
(25°C)
Organic
Carbon
Partition
Coefficient
(‘ce)
(1.1kg)
First
Order
Degradation
Constant
(X)
(d’)
121-14-2
2,4-Dinitrotoluene
270
.
0.203
7.06E-6
0.0000038
95.5
0.00192
606-20-2
2,6-Dinitrotoluene
182
0.0327
7.26E-6
0.0000306
69.2
0.00192
88-85-7
Dinoseb
52
0.0215
6.62E-6
0.0000189
1,120
0.002837
117-84-0
Di-n-octylPhthalate
0.02
0.0151
3.S8E-6
0.00274
83,200,000
0.0019
115-29-7
Endosulfan
0.51
0.0115
4.55E-6
0.000459
2,140
0.07629
145-73-3
Endothall
21,000
0.0291
8.07E-6
0.0000000107
0.29
No
Data
72-20-8
Endrin
0.25
0.0125
4.74E-6
0.000308
12,300
0.00032
100-41-4
Ethylbenzeae
169
‘
0.0750
7.80E-6
0.323
363
0.003
206-44-0
Eluoranthene
0.206
0.0302
6.35E-6
0.00066
107,000
0.00019
86-73-7
Fluorene
1.98
0.0363
7.88E-6
0.00261
13,800
0.000691
76-44-8
Fleptachlor
0.18
0.01
12
5.69E-6
60.7
1,410,000
0.13
1024-57-3
Heptachlorepoxide
0.2
0.0132
4.23E-6
0.00039
83,200
0.00063
CAS
No.
Chemical
Solubility
in
Water
(5)
(InWL)
Diffusivity
in
Air
(Di)
(~3/~)
.
~
Diffusivity
in
Water
(D~)
(cm2/s)
Dimensionless
Henry’s
Law
Constant
(H’)
(25°C)
Organic
Carbon
Partition
Coefficient
(K~)
(1.1kg)
First
Order
Degradation
Constant
(A)
(d’)
118-74-I
Hexachlorobenzene
6.2
0.0542
5.91E-6
0.0541
55,000
0.00017
319-84-6
Alpha-HCH
(alpha-BHC)
2.0
0.0142
7.34E-6
0.000435
1,230
0.0025
58-89-9
Gamma-HCH
(Lindane)
.
6.8
0.0142
7.34E-6
0.000574
3,070
0.0029
77-47-4
Hexachlorocyclo-
Pentadiene
1.8
0.0161
7.21E-6
1.11
200,000
0.012
67-72-1
Hexachloroethane
50
0.0025
6.80E-6
0.159
1,780
0.00192
193-39-5
lndeno(I,2,3-c,d)pyrene
0.000022
0.0190
5.66E-6
0.0000656
3,470,000
0.00047
78-59-1
Isophorone
32,000
:
:0.0623
6.76E-6
0.000272
46.8
0.01238
7439-97-6
Mercury
---
0.0307
6.30E-6
0.467
---
No
Data
72-43-S
Methoxychlor
0.045
0.0156
4.46E-6
0.000648
97,700
0.0019
74-83-9
Methyl
Bromide
15,200
0.0728
1.21E-5
0.256
10.5
0.01824
1634-044
Methyl
tertiary-butyl
ether
$1,000
0.102
l.IOE-5
0.024
1
11.5
No
Data
75-09-2
Methylene
Chloride
13,000
0.101
l.17E-5
0.0898
11.7
0.012
95-48-7
2-Methylphenol
26,000
0.0740
8.30E-6
0.0000492
91.2
0.0495
CAS
No.
)
Chemical
Solubility
in
Water(S)
(mg/I-)
Diffusivity
in
Air
(Di)
(cm2/s)
.
Difflisivity
in
Water
(D~)
(~2/~)
Dimensionless
Henry’s
Law
Constant
(H’)
(25°C)
Organic
Carbon
Partition
Coefficient
(K.~)
(11kg)
First
Order
Degradation
Constant
(A)(d1)
91-20-3
Naphthalene
31.0
0.0590
7.50E-6
0.0198
2,000
0.0027
98-95-3
Nitrubenzenc
2,090
0.0760
8.6011-6
0.000984
64.6
0.00176
86-30-6
N-Nitrosodiphenylaniine
35.1
0.0312
6.3511-6
0.000205
1,290
0.01
621-64-7
N-Nitrosodi-n-propylaznine
9,890
0.0545
8.1711-6
0.0000923
24.0
0.0019
87-86-5
Fentachlorophenol
1,950
0.0560
6.1011-6
0.000001
592
0.00045
308-95-2
Phenol
82,800
0.0820
9.1011-6
0.0000)63
28.8
0.099
1918-02-1
Picloram
430
0.0255
5.2811-6
0.00000000166
1.98
No
Data
1336-36-3
Polychlorinated
biphenyls
(PCBs)
0.7
&
309,000
No
Data
129-00-0
Pyrene
0.135
0.0272
7.2411-6
0.000453
305,000
0.00018
122-34-9
Simazine
5
0.027
7.36E6
0.0000000133
133
No
Data
100-42-5
Styrene
310
0.0710
8.0011-6
0.313
776
0.0033
93-72-1
2,4,S-TP
(Silvex)
31
0.0194
5.8311-6
0.0000000032
5,440
No
Data
CAS
No.
Chemical
Solubility
in
Water
(5)
(mg/L)
DifI’usivity
in
Air
(Di)
(cm2/s)
Ditulisivity
in
Water
(D~)
(cm2/s)
~
Dimensionless
Henry’s
Law
Constant
(H’)
(25°C)
Organic
Carbon
Partition
Coefficient
(K0~)
(1.1kg)
First
Order
Degradation
Constant
(A)(d’)
127-18-4
Tetrachloroethylene
200
0.0720
8.20E-6
0.754
155
0.00096
108-88-3
Toluene
526
0.0870
8.6011-6
0.272
182
0.01!
8001-35-2
Toxaphene
0.74
0.0116
4.3411-6
0.000246
257,000
No
Data
120-82-I
l,2,4-Trichlorobenzene
300
0.0300
8.2311-6
0.0582
1,780
0.0019
73-55-6
l,!,l-Trichloroethane
1,330
0.0780
8.8011-6
0.705
110
0.0013
79-00-5
1,1,2-Trichloroethane
4,420
0.0780
8.8011-6
0.0374
50.1
0.00095
79-01-6
.
Trichloioethylene
1,100
-
0.0790
9.1011-6
0.422
166
0.00042
95-95-4
2,4,5-Tiithlorophenol
1,200
‘
0.029!
7.0311-6
0.000178
1,600
0.00038
88-06-2
2,4,6-Trichlorophenol
800
0.0318
6.2511-6
0.000319
381
0.00038
108-054
Vinyl
Acetate
20,000
0.0850
9.2011-6
0.021
5.25
No
Data
57-01-4
Vinyl
Chloride
2,760
0.106
1.2311-6
1.11
18.6
0.00024
108-38-3
m-Xylene
16!
0.070
7.80E-6
0.301
407
0.0019
CAS
No.
Chemical
Solubility
in
Water
(5)
(mg/L)
Difl’usivity
in
Air
(Di)
(cm2/s)
DifThsivity
in
Water
(D~)
(cm2/s)
Dimensionless
Henry’s
Law
Constant
(H’)
(25°C)
Organic
Carbon
Partition
Coefficient
(K~j
(1.1kg)
First
Order
Degradation
Constant
(A)
(d~)
9547-6
o-Xylene
178
0.087
1.OOE-5
0.213
363
0.0019
10642-3
p-Xylene
185
0.0769
8.4411-6
0.314
389
0.0019
1330-20-7
Xylenes
(total)
186
0.0720
9.34E-6
0.25
260
0.0019
Chemical
Abstracts
Service
(CAS)
registry
number.
This
number
in
the
format
xxx-xx-x,
is
unique
for
each
chemical
and
allows
efficient
searching
on
computerized
data
bases.
&Soil
Itemediation
objectives
are
determined
pursuant
to
40
CFR
761,
as
incorporated
by
reference
at
Section
732.104
(the
USEPA
“PCB
Spill
Cleanup
Policy”),
for
most
sites;
persons
ranediating
sites
should
consult
with
BOL
if
calculation
of
Tier
2
soil
remediation
objectives
is
desired.
(Source:
Amended
at
Ill.
Reg.
________,
effective
___________________
Section
742 .APPENDIX C: Tier 2 Illustrations and Tables and
Illustrations
Section 742.Table
F: Methods
for
Determining Physical Soil Parameters
Methods for Detemiining Physical Soil Parameters
Parameter
Sampling Location3
Method
.
p~(soil bulk density)
Surface
ASTM
-
D 1556-90
Sand Cone Methodb
.
ASTM
-
D 2 167-94
Rubber Balloon MethodL~
ASTM
-
D 2922-9 1
Nuclear Methodb
Subsurface
ASTM
-
D
2937-94
Drive Cylinder Method”
p, (soil particle density)
Surface or Subsurface
ASTM
-
1)
854-92
Specific Gravity of
Soil”
.
w
(moisture content)
.
Surface or Subsurface
-
~
ASTM
-
D
4959-89
(Reapproved 1994)
Standard”
ASTM
-
D 4643-93
Microwave Ovenb
ASTM
-
D2216-92
Laboratory Determinationt)
ASTM-D3017-88
(Reapproved
1993)
NuclearMethods
Equivalent USEPA
Method (e.g.,
samplepreparation procedures
describedin methods
3541
or
3550)
Methods for Determining Physical Soil Parameters
Parameter
Sampling Locatior?
Method
f~
(fraction organic carbon
content)
Surface or Subsurface
~
Nelson and Sommeru (1982)
AS,TM
-
D 2974-QQ~
(Rcupprovcd 1995)
Moisture, Ash, and Organic
Matter” appropriately adjusted to
estimate the fraction oforganic
carbon as stated in Nelson and
Soinmers (1982’)
USEPA Method 9060A
Total Organic Content
11
or
0T
(total soil porosity)
.
Surface or Subsurface
(calculated)
Equation S24 in Appendix C,
Table A for SSL Model, or
Equation
R23
in Appendix
C,
Table
C for RBCA Model
or
°a~
(air-filled soil porosity)
Surface or Subsurface
(calculated)
Equation
521
in Appendix C,
Table A for SSL Model, or
Equation R2 I
in Appendix C,
Table
C for
RBCA
Model
e~
Or
~
(water-filled soil
porosity)
Surface or Subsurface
(calculated)
Equation S20
in Appendix C,
Table A for SSL Model, or
Equation
R22
in Appendix
C,
Table C for
RBCA
Model
K (hydraulic
conductivity)
Surface or Subsurface
ASTM
-
D
5084-90
Flexible Wall Penneameter
Pump Test
Slug Test
This is the location where the sample is collected
b
As incorporated by reference in
Section 742.120.
(Source:
Amended at
Ill.
Reg.
_________,
effectIve
1.5
0.966105
1.6
0.976348
1.7
0.983790
1.8
0.989091
1.9
0.992790
2.0
0.995322
2.1
0.99702
1
2.2
0.998137
2.3
0.998857
2.4
0.999311
2.5
0.999593
2.6
0.999764
2.7
0.999866
2.8
0.999925
2.9
0.999959
3.0
0.999978
(Source:
Amended at
—
Ill. Reg.
-,
effective
___________
Section 742.APPENDIX C: Tier 2 Illustrations and Tables and Illustrations
Section 742.Table 0:
Error Function (ed)
erf(fl)=
~Je~ds
I
I
erf(13)
0
0
0.05
0.056372
0,1
0.112463
0.15
0.167996
0.2
0.222703
0.25
0.276326
0.3
0.328627
0.35
0.379382
0.4
0.428392
0.45
0.475482
0.5
0.520500
0.55
0.563323
0.6
0.603856
0.65
0.642029
0.7
0.677801
0.75
0.711156
0.8
0.742101
0.85
0.770668
0.9
0.796908
0.95
0.820891
1.0
0.842701
1.1
0.880205
1.2
0.910314
1.3
0.934008
1.4
0.952285
Section 742.APPENDIX C: Tier 2 Illustrations and
Tables
and Illustrations
Section 742.Table H:
Q/C
Values by Source Area
Source
(Acres)
Area
Q/C
Value
(g/m2-s per kg/rn3)
0.5
97.78
1
85.81
2
76.08
5
65.75
10
59.16
30
50.60
(Source:
Amended at
—
ill.
Reg.
_________,
effective
______________________
Section
742.APPENDLX
C:
Tier
2
Illustrations
and
Tables
and
Illustrations
Section
742.TABLE
I:
K~
Values
for
Ionizing
Organics
as
a
Function
of
pH
(cm3/g
or
L/kg
or
iU_
Benzoic
Acid
2-Chloro-
phenol
2,4-
Dichloro-
phenol
Pentachioro-
phenol
2,4,5-Trichioro-
phenol
2,4,6-Trichloro-
phenol
Dinoseb
2,3,5-TI’
(Silvex)
4.5
l.07E+Ol
3.98E+02
l.59E+02
l.34E+04
2.37E+03
l.06E-i-03
3.OOE+04
l.28E+04
4.6
9.16E+O0
3.98E+02
l.59E+02
I.24F+04
2.37E+03
l.05E-+-03
2.71E+04
l.13E-1-04
4.7
7.79E+OO
3.98E+02
1.59E+02
I.13E+04
2.37E+03
I.05E+03
2.41E+04
I.OIE+04
4.8
6.58E+00
3.98E-4-02
l.59E+02
l.02E+04
2.37E+03
I.05E+03
2.12E+04
9.16F-1-03
4.9
5.54E+00
3.98E+02
I.59E+02
9.05F+03
2.37E+03
l.04E+03
l.85E+04
8.40E+03
5.0
4.64E+O0
3.98E+02
l.59E+02
7.96E+03
2.36E+03
l.03E+03.
l.59E-f04
7.76E-i-03
5.1
3.88E+00
3.98E+02
1,59E+02
6.93E+03
2.36E-’-03
1.02E+03
1.36E+04
730E+03
5.2
3.25E+O0
3.98E+02
l.59E+02
5.97E+03
2.35E+03
l.OIE+03
l.15E+04
6.91E+03
5.3
2.72E+O0
3.98B+02
l.59E+02
5.IOE+03
2.34E+03
9.99E+02
9.66E+03
6.60E+03
5.4
2.29E+O0
3.98E+02
1.58E+02
4.32E+03
2.33E+03
9.82E+02
8.IOE+03
6.36E+03
5.5
1.94E+O0
3.97E+02
I.58E+02
3.65E-’-03
2.32E+03
9.62E+02
6.77E+03
6.16E+03
5.6
l.65E+0O
3.97E+02
l.58E+02
3.07E+03
2.31E+03
9.38E+02
5.65E+03
6.OoE+03
5.7
l.42E+0O
3.97E+02
l.58E+02
2.SSE+03
2.29E+03
9.IOE+02
4.73E+03
5.88E+o3
5.8
1.24E+O0
3.97E+02
l.58E-’-02
2.18E+03
2.27E+03
8.77E+02
3.97E+03
5.78E+03
5.9
1.09E+O0
3.97E+02
l.57E-4-02
l.84B+03
2.24E+03
8.39E+02
3.35E+03
5.70E+03
j~!j
Ben2oic
Acid
2-Chioro-
phenol
2,4-
Dithloro-
phenol
Pentathioro-
phenol
2,4,5-Ti-ichioro-
phenol
2,4,6-Tñchloro-
phenol
Dinoseb
2,3,5-TI’
(Silvex)
6.0
9.69E-01
3.96&F02
l.57E-f02
l.56E+03
2.21F-i-03
7.96E-’-02
2.84E-l-03
S.64E+03
6.1
8.75E-O1
3.96E4-02
J.57E-f02
1.33E4-03
2.17E-~O3
7.48E+02
2.43F-+-03
559f~+(J3
6.2
7.99E-O1
3.96E+02
I.56E+02
1.15E+03
2.12E-’-03
&97E+02
2.1OF+03
5.55E+03
6.3
7.36E-Oi
3.95E+02
1.55E+02
9.98E+02
2.06E1-03
6.44E+02
1.83E-4-03
532E+03
6.4
6.89E-O1
3.94E+02
1.54E+02
8.77E+02
I.99E+03
5.89E-1-02
I.62E-’-03
5.50E+03
6.5
6.S1E-Ol
3.93E+02
1.53E+02
7.KIEI-02
1.91E-’-03
i33E-i-~2
l.45E+03
5.48E+03
6.6
6.20E-Ol
3.92E-i-02
I.52E+02
7.03E+02
l.82E+03
4.8OR-i-02
1.32E+03
5.46R+03
6.7
5.95?-Ol
3.90E+02
l.SOE+02
6.40F-f02
l.71ff-t-03
4.29E-1-02
I.21E-4-03
5.45E+03
6.8
5.76E-Ol
3.SBE+02
l.47E+02
5.92E-l-02
l.60E-+-03
3.81E+02
1.12Ff-ti
5.44E-F03
6.9
5.60E-01
3.86F+02
I.45E+02
S.52E-+-02
1.47F+03
3.38F+02
1.05E-f03
5.43E+03
7-0
5.4Th-ti
3.83E+02
l.41E+02
5.21E+02
i.34E+03
3.OOE+02
9.96E+02
5.43E+03
7.1
5.38E-01
3.79E+02
t.38E+02
4.96E+02
1.21E+03
2.67E-i-02
9.52E-I-02
5.42E+03
7.2
5.32E-O1
3.75E+02
1.33E+02
4.76E+02
l.07E+03
2.39R+02
9.ISE+02
5.42E+03
7.3
5.25E-0l
3.69E+02
I.ZSE+02
4.61E+02
9.43E+02
2.ISE+02
8.90E+02
5.42R+03
7.4
5.19E-OI
3.62E+02
l.21E+02
4.47E+02
8.IQE+02
l.95E-&02
&68E+02
5.41E+03
7.5
5.16E-Ol
3.54F+02
l.14E+02
4.37F+02
7.03E-f-02
L.78E-i-02
830E+02
5.41R-f-03
7.6
5.1SF-Oh
3.44E-3-02
I.07E+02
4.29E+02
5.99E-l-02
1.64F+02
8.36F+02
5.41E+03
afi_
Bezrzoic
Acid
2-Chioro-
phenol
2,4-
Iiichioro-
phenol
Pentachioro-
phenol
2,4,5-Trichioro-
phenol
2,4,6-Trichloro-
phenol
Dinoseb
2,3,5-TI’
(Silvex)
7.7
5.09F-01
333E+02
984E+O1
4.23E+02
5.07E+02
l.53E+02
8.2511+02
5.41E+03
7.8
5.06E-01
3.19E+02
8.9711+01
4.1811+02
4.2611+02
1.44E+02
8.1711+02
5.4111+03
79
5.0611-Oh
3.0411+02
8.0711+01
4.1411-4-02
3.5711+02
1.37111-02
8.1011+02
5.4111+03
8.0
5.0611-01
2.8611+02
7.1711-1-01
4.1011+02
2.9811+02
1.3111+02
8.0411+02
5.41E-f03
(Source:
Amended
at
III.
Reg.
_________,
effective
______________________
Section
742.APPENDIX
C:
Tier
2
Illustrations
and
Tables-and4llastratiens
Section
742.TABLE
J:
Values
to
be
Substituted
for
k.~
or
k5
when
Evaluating
Inorganics
as
a
Function
of
pH
(cm3/g
or
11kg
or
pH
As
Ba
Be
Cd
Cr(+3)
Cr(+6)
Hg
Ni
Ag
Se
TI
Zn
Ph
4.9
2.511+0)
1.111+01
2.311+01
1511+01
1.211+03
3.111+01
4.011-02
1.611+01
1011-01
1811+01
4.411+01
1611+01
1.511-4-0!
5.0
2.5111-0!
1.2E+0I
2.611+01
1.711+01
1.911+03
3.111+01
6.011-02
1.811+01
1.311-01
1.711+01
4.511+01
1.811+01
L~±~i
5.1
2.511+0)
1.411+01
2.811+0)
1.911-4-01
3.011+03
3.011+01
9.011-02
2.011+01
1.611-01
1.611+01
4.611+01
1.911+01
1.511+01
5.2
2.611+01
1.511+01
3.111+01
2.111+01
4.911+03
2.911+01
1.411-01
2.211+0!
2.111-01
1.511+01
4.711+01
2.111+01
1.511+0)
5.3
2.611+01
1.711+01
3.511+01
.2.311+01
8.111-~-)3
2.811+01
2.011-01
2.411+01
2.611-01
1.411+01
4.811+01
2.311+01
1.511+01
5.4
2.611+01
1.911-f-Cl
3.811+01
2.511+01
1.311+04
2.711+01
3.011-0)
2.611+0)
3.311-0)
1.311+01
5.013-fe!
2.511+01
1.511+0!
15
2.611+01
2.111+01
4.211+01
2.711+01
2.111+04
2.711+01
4.611-01
2.811+01
4.211-01
1.211+01
5.111+01
2.611+01
ijE.±0I
5.6
2.611+01
2.211+01
4.711+01
2.911+01
3.511+04
2.611+01
6.911-01
3.011+01
5.311-01
1.IE+01
5.211+01
2.811+0!
1
5.7
2.711+01
2.411+0!
5.311-4-01
3.111+01
5.511+04
2.511+01
1.011-00
3.211+01
6.711-01
1.111+01
5.411+01
3.011+01
1.511+0!
5.8
2.711+0)
2.611+01
6.011+01
3.3E+O1
8.711+04
2.511+01
1.611-00
3.411-i-Ui
8.411-01
9.811+00
5.511+01
3.211+0)
1.511+0!
5.9
2.711+01
2.811+01
6.911+01
3.511+01
1.311+05
2.4W-Ol
2.311-00
3.611+01
1.111+00
9.211+00
5.611+01
3.411+01
i~1
6.0
2.711+01
3.011+0!
8.211+01
3.711+01
2.011+05
2.311+01
3.511-00
3.811+01
1.311+00
8.611+00
5.811+01
3.611+01
1.511-1-01
6.1
2.711+01
3.111+01
9.911+01
4.011+01
3.011+05
2.311+01
5.111-00
4.013+0!
1.7E+00
8.011+00
5.911+01
3.911+01
1.511+01
6.2
2.811+0!
3.311+01
1.211+02
4.211+01
4.211+05
2.211+01
7.511-00
4.211+01
2.111+00
7.511+00
6.111+01
4.211+01
1.511+01
6.3
2.811+01
3.511+01
1.611-4-02
4.411+01
5.811+05
2.211+01
1.111+01
4.513+0!
2.711+00
7.011+00
6.211+01
4.411+01
L~E±Q1
6.4
2.811+0)
3.611+01
2.111+02
4.811+01
7.713+05
2.111+01
I.6E+01
4.713+0)
3.411+00
6.511+00
6.413+01
4.711+01
2
6.5
2.811+01
3.711+01
2.811+02
5.211+01
9.911+05
2.011+01
2.211+0!
5.011+01
4.211+00
6.111+00
6.611-i-UI
5.111+01
7.111+02
6.6
6.7
2.811+01
2.911+01
3.911+0!
4.011+01
3.911+02
5.5E+02
5.711+01
6.411+0)
1.211+06
1.511+06
2.011+01
1.911+01
3.011+01
4.011+01
5.411+01
5.811+0)
5.3E+00
6.611+00
5.711+00
5.311+00
6.711-4-01
6.911+01
5.411+01
5.811+0!
7.111+02
7)11+02
pH
-As
Ba
Be
Cd
Cr(+3)
Cr(+6)
Hg
Ni
Ag
Se
TI
Zn
Pb
6.8
2.911+01
4.1F.+01
7.911+02
7511+01
I.RF.+06
1911+0!
5211+0!
6511+0!
8.311+00
5011+00
7113+0!
6.211+01
7.1111-02
6.9
2.911+01
4.211+01
1.111+03
9.111÷01
2.111+06
1.811+0!
6.611-1-01
7.411+0!
1.011+01
4.711+00
7.311+01
6.811+01
7.111+02
7.0
-2.911-i-UI
4.211+0!
1.711+03
l.lE-t02
2.511+06
1.811+0!
8.211+0!
8.813+0)
1.311+01
4.311+00
7.411+01
7.513+0!
7.111+02
7.1
2.9E+01
4.311+01
2.511+03
1.511+02
2.811+06
1.711+01
9.911+01
1.111+02
1.611+01
4.111+00
7.613+01
8.311+01
7.111+02
7.2
3.OE+0l
4.411+0!
3.811-1-03
2.011+02
3.IE+06
1.711+01
1.211-1-02
1.411+02
2.011+01
3.811+00
7.8E+0l
9.513+01
7j.E±02
7.3
3.011+01
4.4E+01
5.711+03
2.811+02
3.4E+06
1.6E±0l
1.311+02
1.811-1-02
2.SE+0l
3.511+00
8.011+01
1.111+02
7AE+02
7.4
3.013+01
4.511+01
8.611+03
4.011+02
3.711+06
1.611+01
1.511+02
2.513+02
3.111+01
3.311+00
8.2E+01
1.311+02
7j~±02
7.5
3.011+01
4.611+01
1.311+04
5911+02
3.913+06
1.611+01
1.611+02
3.513-4-02
3.911+01
3.113+00
8.511+01
1.611+02
7.111+02
7.6
3.111+01
4.611+01
2.011+04
8.711+02
4.111+06
1.511+01
1.711+02
4911+02
4.811+01
2.911+00
8.7E+0l
1.911+02
7.111+02
7.7
3.111-4-01
4.711+0!
3.011+04
1.311+03
4.211+06
1.511+01
1.811-1-02
7.011+02
5.911+01
2.711+00
8.911+01
2.411+02
7,111+02
7.8
3.111+01
4.911+01
4.611+04
1.911+03
4.311+06
1.411+01
1.911+02
9.913+02
7.311+01
2.511+00
9.111+01
3.111+02
7.IE+02
7.9
3.111+01
5.011+0!
6.911+04
2.911+03
4.311-1-06
1.411+0!
1.911+02
1.411+03
8.911+01
2.411+00
9.411+01
4.011+02
7.111+02
8.0
8.1
3.111+01
3211+01
5.211±01
---
1.011+05
---S
4.311+03
~
4.311+06
---
1.411+01
l.3~+0I
2.011+02
~
1.911+03
~
l.IE+02
---‘
2.211+00
2.!F+00
9.611+01
1.011+02
5.311+02
---s____
7.111+02
7.111+02
82
3211+01
---
---
---‘
--S’
1311+01
•
S
I
1911+00
1011+02
---‘
71E-I-02
8.3
3211+0.
‘
--.‘
---‘
---‘
1.311+01
---‘
1.811+00
1.011+02
---
7.IE+02
84
3211+0!
•
S
S
a
1211+0!
a
S
a
1711+00
IIE+02
7
111+02
8.5
3211±01
---i
---
i,2~±Ql
!
l6E+00
1iE+02
---‘
7.111+02
7111+02
86
3311+01
-
—‘
---‘
---
12E+01
•
---‘
---‘
lsE-i-po
ilE-i-02
---‘
83
3.311+01
.~
.—~
--~a
1.211+01
---s
1.411+00
1.211+02
---s
7.111+02
8.8
3.311+01
---i
---
1.111+01
---5
---
J~~O
1.211+02
---
1.911+03
89
3311-4-01
a
---‘
1.111+01
---i
---‘
1.211+00
1.213+02
---
1.913+03
9J)
3.311+01
---
---i
---‘
---
1.011+01
!
1.111+00
1.213+02
1.911+03
No
data
available
for
this
pH.
(Source:
Amended
at
Ill.
Reg.
—,
effective
________________________
Section 742.APPENDD( C:
Tier
2
Illustrations
and Tables and llhntration3
Section 742.TABLE K:
Parameter
Estimates for Calculating Water-Filled Soil Porosity
(0w)
Soil Texturea
Saturated Hydraulic
Conductivity, K~
(m/yr)
l/(2b+3)b
Sand
1,830
0.090
Loamy Sand
540
0.085
Sandy Loam
230
0.080
Silt Loam
120
0.074
Loam
60
0.073
Sandy ClayLoam
40
0.058
Silt Clay Loam
13
0.054
Clay Loam
20
0.050
Sandy Clay
10
0.042
Silt Clay
8
0.042
Clay
5
0.039
a
The appropriate texture classification is determined by
a particle size analysis by ASTM
D2488-93 as incorporated by reference in Section 742.210 and the U.S. Department of
Agriculture Soil Textural Triangle shown in Appendix C,
illustration
C.
b
Where b
is the soil-specific exponential parameter (unitless)
(Source:
Amended at
III. Reg.
_________
effective
ILLINOIS REGISTER
ENVIRONMENTAL PROTECTION AGENCY
NOTICE OF PROPOSED AMENDMENTS
Section 742.APPENDDC D:
HighwayAuthority Agreement
HIGHWAY AUTHORITY AGREEMENT
This
Agreement is entered into
this
day of
,
200
pursuant to
35
Ill.
Adm.
Code 742.1020 by and between the (1)
(“Property Owner”)
for,
in
the case ofa petroleum leaking underground storage tank, the owner/operator ofthe tank
(“Owner/Operator “)f
and
(2)
Name ofEntity in Control ofthe Right-of-Way
(“Highway
Authority”), collectively known as the “Parties.”
Use
this paragraph for sites with petroleum leaking underground storage tank(s)!
WHEREAS,
is the owner or operator of one or more leaking
underground storage tanks
presently or formerly located at
common address or description of
Site location
(“the Site”):
fUse this paragraph for sites that do not have petroleum leaking underground storage
tan/csj
WHEREAS,
is the owner ofthe property located at
common
address or description of Site location
(“the Site”):
WHEREAS, as a result ofone
or more releases ofcontaminants
insert
either “from the
above referenced underground storage tanks” or
“at the
above referenced Site
“1
(“the
Release(s)”),
soil andlor groundwater contamination at the
Site exceeds the Tier I residential
remediation objectives of 35
111. Adm.
Code 742:
WHEREAS, the soil
and/or
groundwater contamination exceedingTier
1
residential
remediation objectives extends or may extend into the Highway Authority’s right-of-way;
WHEREAS, the Owner/Operator or Property Owner is conducting corrective action in
response to the Release(s);
WHEREAS, the
Parties desire to prevent
groundwater beneath the Highway Authority’s
right-of-way that exceeds Tier
1
remediation objectives from use as a supply of potable or
domestic water and to
limit access to soil within the right-of-way that exceeds Tier
1 residential
remedjation objectives so that human health
and
the environment
are
protected during and after
any access;
NOW, THEREFORE, the
Parties
agree as follows:
The recitals set
forth above
are incorporated
by reference as if frilly set forth
herein.
LUse this paragraph if
ZEMA
has issued an incident number!
The Illinois
Emergency Management Agency has assigned incident number(s’)
to the
Release(s).
3.
Attached
as Exhibit A is
a scaled map(s) prepared by the
Owner/Operator
or
Property Owner!
that shows the Site and surrounding area and delineates the
current
and estimated future extent of soil and
Foundwater
contamination above
the applicable Tier
1 residential remediation objectives as a result of
the
Release(s).
Use
the following sentence if either soil or groundwater is not
contaminated above applicable
Tier
1 residential remediation objectives:
Soul
Groundwaterl
is not contaminated above the applicable Tier I
residential
remediation objectives.7
4.
Attached as Exhibit B is a table(s) prepared by the
Owner/Operator
or Property
Owner/
that lists each contaminant ofconcern that exceeds its Tier
1
residential
remediation objective, its Tier
.1
residential remediation objective and its
concentrations
within
the zone where
Tier
I residential remediation objectives
are
exceeded.
The locations of the concentrations listed in Exhibit B
are identified on
the map(s)
in
Exhibit A.
5.
Attached as Exhibit C is a scaled map prepared by the
Owner/Operator
or
Property Owner!
showing the
area, of the
Highway Authority’s right-of-way that
is governed by this agreement (“Right-of-Way”).
Because Exhibit C is not a
surveyed plat,
the Right-of-Way boSdary may be an approximation ofthe
actual
Right-of-Way lines.
6.
(Use this paragraph ifsamples have not been collected within
theRight-of-Way.
sampling within the Right-of- Way is not practical, and contamination does not
extend beyondthe Right-of-FVayJ.
Because the collection ofsamples within the
Right-of-Way is not practical, the Parties stipulate that, based on modeling,
soil
and groundwater contamination exceeding Tier
1
residential remediation
objectives does not and will not extend beyond the boundaries of the Right-of-
Way.
The
Highway Authority stipulates it
has jurisdiction over
the Right-of-Way that
gives it sole control
over
the use ofthe groundwater
and access to
the soil located
within or beneath the Right-of-Way.
8.
The Highway Authority agrees to prohibit within the Right-of-Way all potable and
domestic uses of groundwater exceeding Tier I residential remediation objectives.
9.
The Highway Authority further agrees to limit access by itself and others to soil
within the Right-of-Way exceeding Tier
1
yesidential remediation objectives.
Access shall be allowed
only
if
human health (including worker safety) and the
environment are protected during and
after any access. The Highway Authority
may construct, reconstruct, improve, repair, maintain and operate a highway upon
the Right-of-Way, or allow
others to do the sameby permit.
In addition,
the
Highway Authority and others using
or working in the Right-of-Way under permit
have the right to
remove soil or groundwater from the Right-of-Way and dispose
of the same in accordance with applicable environmental laws and regulations.
The Highway Authority agrees to issue
all permits for work in the Right-of-Way,
and
make all existing permits
for work in the Right-of-Way, subject to the
following or a substantially
similar condition:
As
a condition ofthis permit the permittee shall request the office issuing
this permit to identify sites in the Right-of-Way where a Highway
Authority Agreement governs access to soil that exceeds the Tier
1
residential remediation objectives of35
111. Adm.
Code 742.
The
permittee shall take all measures necessary to protect human health
(including worker safety) and the environment during and after any access
to
such soil.
10.
This agreement shallbe referenced in the Agency’s no ifirther remediation
determination issued for the Release(s).
The Agency shall be notified of any transfer of jurisdiction over the Right-of-Way
at least 30 days prior to the date the transfer takes effect.
This agreement shall be
null and void upon the transferunless the transferee agrees to be bound by this
agreement as if the transferee were
au
‘original party to this agreement.
The
transferee’s agreement to be bound by the terms of this
agreement shall be
memorialized at the time oftransfer in a writing (“Rider”) that references this
Highway Authority Agreement and is signed by the Highway Authority, or
subsequent transferor, and
the transferee.
12.
This
agreement shall become effective on the date the Agency issues a no
further
remediation determination for the Release(s).
It shall remain effective until the
Right-of-Way is demonstrated to be suitable for unrestricted use and the Agency
issues a new no further remediation determination to reflect there is no longer a
need for this agreement, or until
the agreement is otherwise terminated or voided.
13.
In addition to
any other remedies that may be available,
the Agency may bring suit
to enforce the terms of this agreement or may, in its
sole discretion, declare this
agreement null and
void
if any ofthe Parties or any
transferee
violates any term of
this agreement.
The Parties or transferee shall be notified
in
writing ofany such
declaration.
14.
This agreement shall be null and void if a court ofcompetent jurisdiction strikes
down any part or provision ofthe agreement.
l~
This
agreement supersedes any prior written or oral agreements or understandings
between the Parties on the subject matter addressed herein.
It may be altered,
modified or amended only upon the written consent and agreement of the Parties.
16.
Any notices or other correspondence regardingthis agreement shall be sent to
the
Parties at following addresses:
Manager, Division of Remediation Management
Property Owner or Owner/Operator
Bureau ofLand
fAddressl
illinois Environmental Protection Agency
P.O. Box
19276
__________________________
Springfield,
IL
62974-9276
Contact
at Highway Authoritv/
rAddress
I
IN WITNESS WHEREOF, the Parties have caused this agreement to be signed by their duly
authorized representatives.
INAME
OF
LOCAL GOVERNMENT1
Date:
By:
Date:
Its:
Property Owner or Owner/Operator
By:
Title
(Source:
Added at
Ill.
keg.
_________
effective
Section
742.APPENDD( F:
Highway Authority Agreement Memorandum of Agreement
HIGHWAY AUTHORITY
AGREEMENT MEMORANDUM
OF
AGREEMENT
This Memorandum of Agreement is entered by and between the Illinois Environmental
Protection Agency (“Agency”)
and
Name ofLocal
Government
(“Highway Authority”),
collectively known as the “Parties.”
Use
this paragraph for sites with petroleum leaking underground storage tank(9J
WHEREAS, the Highway Authority is the owner or operator of one or more leaking
underground storage
tanks presently or formerly located at
common address or description of
Site
location
(“the Site”);
Use
this paragraph for sites
where the highway authority is also the property owner
/
WHEREAS, the Highway Authority is the owner ofthe property located at
common address
or description of Site location
(“the Site”);
WHEREAS~
as a result of one or more releases of contaminants
insert
either “from
the
above referenced underground storage tanks” or
“at the above referenced Site
“1
(“the
Release(s)”),
soil andlor groundwater contamination at the Site exceeds the Tier
I residential
remediation objectives
of 35
111.
Adm. Code Part 742;
WHEREAS, the soil
ari.dior groundwater contamination exceeding Tier
1 residential
remedjation objectives extends or may extend into the Highway Authority’s right-of-way
adjacent to the Site;
WHEREAS, the Highway Authority is
conducting corrective action in response to the
Release(s):
WHEREAS, the Parties desire to prevent groundwater beneath the Highway Authority’s
right-of-way that exceeds Tier I residential remediation objectives from use as a supply of
potable or domestic water and to limit access to soil within the right-of-way that exceedsTier I
residential remediation objectives so that human health and the environment
are protected during
and after any access;
NOW. TIIEREFORE. the Parties agree as follows:
L
The recitals set forth above are incorporated by reference as if fully set forth
herein.
L
ruse
this paragraph if IEMA has issued an incident numberl
The illinois
Emergency Management Agency has assigned incident number(s) to the
Release(s).
3.
Attached as Exhibit A is
a scaled map(s) prepared by the Highway Authoritythat
shows the
Site and surrounding area and delineates the current and estimated
future extent of soil and
groundwater contamination above the applicable Tier
1
residential remediation objectives as a result ofthe Release(s).
ruse
the following
sentence if either soil or groundwater is not contaminated
above applicable Tier
1
residential remediation objectives:
rSoill Groundwaterl
is not contaminated
above the applicable Tier
1 residential remediation obiectives.1
4.
Attached
as Exhibit B is a table(s) prepared by the Highway Authority that lists
each contaminant of concern that exceeds its Tier
1
residential remediatiori
objective, its
Tier I residential remediation objective and
its concentrations within
the zone where Tier
1 residential remediation objectives are exceeded.
The
locations ofthe concentrations listed in Exhibit B
are identified on the map(s) in
Exhibit A.
5.
Attached
as Exhibit C is a scaled map prepared by the Highway Authority
showing the area of the Highway Authority’s right-of-waythat
is governed by this
agreement (“Right-of-Way”).
Because Exhibit C is not
a surveyed plat, the Right-
of-Way boundary may be an approximation of the actual Right-of-Way lines.
6.
Use
this paragraph ifsampies have not been collected within the Right-of-Way,
sampling within
the Right-of-Way is not practical, and contamination does not
extend beyond the Right-of-Way 7.
Because the collection ofsamples within the
Right-of-Way is not practical, the Parties stipulate that, based on modeling, soil
and groundwater contamination exceeding Tier
1
residential remediation
objectives does not and willnot extend beyond the boundaries of the Right-of-
Way.
The Highway Authority stipulates it has jurisdiction over the Right-of-Way that
gives it sole control over the use ofthe groundwater and access to the soil located
within or beneath the Right-of-Way.
The Highway Authority agrees to prohibit within the Right-of-Way all potable and
domestic uses of groundwater exceedingTier
1
residential remediation objectives.
9.
The Highway Authority further agrees to
limit access by itself and others to soil
within the Right-of-Way exceeding Tier
1 residential remediation objectives.
Access shall be allowed on1~if human health (including worker safety) and the
environment are protected during
and after any access. The Highway Authority
may construct, reconstruct, improve, repair, maintain and operate a highway upon
the Right-of-Way, or allow others to
do the same by permit.
In addition, the
Highway Authority and others using or workingin the Right-of-Way under permit
have the right to
remove soil or groundwater from the Right-of-Way and dispose
ofthe_same_in accordance with applicable environmental laws and regulations.
The Highway Authority agrees to issue all permits for work in the Right-of-Way,
and make all existing permits for work in the Right-of-Way, subject to
the
following or a substantially similar condition:
As
a condition of this permit the permittee shall request the office issuing
this
permit to identify sites in the Right-of-Way where a Highway
Authority Memorandum ofAgreement governs access to soil that exceeds
the Tier
1
residential remediation objectives of35 Ill. Adm.
Code 742.
The permittee shall take all measures necessary to
protect human health
(including worker safety) and the environment during and after any access
to such soil.
10.
This
agreement shall be referenced in the Agency’s no
furtherremediation
determination issued for the Release(s).
11.
The Agency shall be notified of any transfer of jurisdiction over the Right-of-Way
at least 30 days prior to
the date the transfer takes effect.
This agreement shall be
null
and void upon the transfer unless the transferee
agrees to
be bound by this
agreement as if the transferee were an original
party to this agreement.
The
transferee’s agreement to be bound by the terms of this agreement shall be
memorialized at the time oftransfer in a writing (“Rider”) that references this
Highway Authority Memorandum ofAgreement and is signed by the Highway
Authority, or subsequent transferor, and the transferee.
12.
This
agreement shall become effective on the date the Agency issues a no
further
remediation determination for the Release(s).
It shall remain effective until the
Right-of-Way is demonstrated to be suitable for unrestricted use and the Agency
issues
a new no further remediation determination to reflect there is no longer a
need for this agreement, or until the agreement is otherwise terminated orvoided.
13.
In addition to any otherremedies that may be available, the Agency may bring suit
to enforce the terms ofthis
agreement or may, in its
sole discretion, declare this
agreement null and void if the Highway Authority or a transferee violates any
term of this agreement.
The Highway Authority or transferee
shall be notified in
writing of any such declaration.
14.
This
agreement shall be null
and void if a court of competent jurisdiction strikes
down any part or provision of the agreement.
15.
This
agreement supersedes any prior written or oral agreements or understandings
between the Parties on the subject matter addressed herein.
It may be altered,
modified or amended only upon the written consent and
agreement ofthe Parties.
16.
Any notices orother correspondence regarding this
agreement shall be sent to the
Parties at following addresses:
-
Manager, Division of Remediation Management
Bureau of Land
Illinois Environmental Protection Agency
P.O.
Box
19276
Springfield,
IL
62974-9276
Contact
at Highway Authority!
Address
1
IN WITNESS WHEREOF, the Parties have caused this agreement to be signed by their duly
authorized representatives.
rNAME OF LOCAL GOVERNMENT1
Date:
-
Its:
ILLINOIS ENVIRONMENTAL PROTECTION AGENCY
Date:
By:
Director
(Source:
Added at
III. Reg.
_________,
effective
______________________
Section 742.APPENDIX F:
Environmental Land Use Control
PREPARED BY:
Name:
Address:
RETURN TO:
Name:
Address:
-
THE ABOVE
SPACE FOR RECORDER’S OFFICE
Model Environmental Land Use Control
THIS
ENVIRONMENTAL LAND
USE CONTROL (“ELUC”),
is made
this
day of
,
20
,
by
,
(“Property Owner”) of the real
property
located
at
the
common
address
(“PropertY’).
-
WHEREAS, 415 ILCS
5/58.17 and 35
fll. Mm. Code
742 provide for the use ofan
ELUC
as an institutional control
in order to impose land use limitations or requirements related
to
environmental contamination so that persons conducting remediation can obtain a No Further
Remediation determination from the Illinois Environmental Protection Agency (“IEPA”).
The
reason
for an ELUC is
to ensure protection of human health and the environment.
The
limitations and requirements contained herein are necessary in order to protect against exposure
to
contaminated soil or groundwater, orboth, that may be present on the property as a result of
VARIABLE1
activities.
Under 35
111. Adm. Code 742. the use ofrisk-based, site-specific
remediation objectives may require the use of an ELUC on real property, and the ELUC may
apply to certain physical features (e.g.,
engineered barriers, monitoring wells, caps. etc.).
WHEREAS.
rthe
party performing remediationi intends to
request risk-based,
site specific soil
and groundwater remediation objectives from IEPA under 35
1111.
Adm. Code 742
to obtain risk-based closure ofthe site, identified by Bureau of Land 10-
digit LPC
or Identification numberl
-
,
utilizing an ELUC.
NOW. THEREFORE, the recitals set forth above are incorporated by reference as if fully
set forth herein, and the Property Owner agrees as follows:
Date:
By
Director
Section One.
Property Owner does herebyestablish an ELUC
on the real estate, situated
in
the Countyof
,
State ofIllinois
and further described in Exhibit A attached
hereto and incorporated herein by reference (the “Property”).
-
Attached as Exhibit B are site maps that show the legal boundary ofthe Property,
any
physical features to which the ELUC applies, the horizontal and vertical extent ofthe
contaminants of concern above the applicable remediation objectives for soil or groundwater or
both,
and the nature, location ofthe source, and direction ofmovement ofthe contaminants of
concern, as required under
35
Ill.
Adm. Code 742.
Section Two.
Property Owner represents and warrants he/she is the current owner of the
Proyerty and has the authority to record this ELUC on the chain of title forthe Property with the
Office ofthe Recorder or Registrar ofTitles in
County, Illinois.
Section Three.
The Property Owner hereby agrees, for himself/herself, and his/her heirs,
grantees, successors, assigns, transferees and any other owner, occupant, lessee. possessor oruser
of the Property or the holder of any portion thereoforinterest therein, that INSERT
RESTRICTION
(e.g. the groundwater under the Property shall not be used as a potable
supply of water. and any contaminated groundwater
or soil that is remoyed, excavated, or
disturbed from the Property described in Exhibit A herein must be handled in accordance
with all applicable laws and regulations)1.
Section Four.
This ELUC is binding on the Property Owner, his/her heirs.
grantees.
successors,
assigns, transferees and any other owntoccupant,
lessee, possessor o
user ofthe
Property or the holder ofany portion thereofor interest therein.
This ELUC shall apply in
perpetuity against the Property and
shall not be released until the IEPA determines there is no
longer a need for this
ELUC as an institutional control: until the JEPA, upon written request.
issues to the site that received the no further remediation determination a new nciThrther
remediation determination approving modification or removal ofthe limitation(s) or
requirement(s); the new no further remediation
determination is filed on the chain of title ofthe
site subject to
the no further remediation determination: and until
a release or modification ofthe
land use limitation or requirement is filed on the chain oftitle for the Property.
Section Five.
Information regarding the remediation performed on the Property maybe
obtained from the TEPA through
p request under the Freedom of Information Act
(5
ILCS
140)
and rules promulgated thereunder by providing the IEPA with the 10-digit
LPC or identification
numberl listed above.
Section
Six.
The effective date of this ELUC shall be the date that it is officially recorded
in the chain oftitle for the Property to which the ELUC
applies.
WITNESS the following signatures:
Property Owner(s)
By:
Its:
Date:
______
STATE
OF ILLINOIS
)
55:
COUNTY OF
I.
the
undersigned,
a
Notary
Public
for
said
County
and
State,
DO
HEREBY
CERTIFY,
that
and
personally known
to
me
to
be
the Property
Owner(s)
of
,
and
personally known
to
me
to
be
the
same
persons whose
names
are subscribed
to
the foregoing
instrument,
appeared
before
me
this
day
in
person
and
severally
acknowledged
that
in
said
capacities
they signed
and
delivered the
said
instrument
as their free
and
voluntary act
for the
uses and purposes therein set forth.
Given under my hand and official seal, this
dayof
,
20
Notary Public
State of
)S.S.
County of
-
I,
,
a notary public,
do hereby certify that before me this day in person appeared
personally
known
to
me
to
be
the
Property
Owner(s),
of
each
severally
acknowledged
that
they
signed
and
delivered the
foreRoing
instrument
as
the
Property
Owner(s)
herein
set
forth,
and
as
their
own
free
and
voluntary act, for the uses and purposes herein set forth.
Giv~nunder mihand and seal this
-
,
20.
Notary Public
PIN
NO. XX-XX-XXX-XXX-XXXX
(Parcel Index Number)
Exhibit A
The
subject
property
is
located
in
the
City of
County,
State
of
Illinois,
commonly
known
as
,
Illinois
and
more particularly described as:
LIST THE
COMMON ADDRESS;
LEGAL
DESCRIPTION:
AND
REAL ESTATE
TAX
INDEX OR PARCEL #
(PURSUANT TO
742.
1O1O(D)(2))
PIN NO. XX-XX-XXX-XXX-XXXX
-
Exhibit
B
IN ACCORDANCE WITH
SECTION 742.lOlO(D)(8XA)-(D). PROVIDE ALL THE
FOLLOWING ELEMENTS.
ATtACH SEPARATE
SHEETS, LABELED AS EXHIBIT B.
WHERE NECESSARY.
(A)
A scaled map showing the legal boundary of the property to which the ELUC
applies.
(B)
Scaled maps showing the horizontal and vertical extent of contaminants of concern
above the applicable remediatign
objectives for soil
and groundwater to
which the
ELUC applies.
(C)
Scaled maps
showing the physical features to which an ELUC applies (e.g..
engineered barriers, monitoring wells, caps, etc.).
(D)
Scaled maps
showing the nature, location of the source, and direction of movement of
the contaminants of concern.
(Source:
Added at
Ill. Reg.
_________,
effective
______________________
Section 742.APPENDIX G:
Model Ordinance
ORDNANCE NUMBER
AN ORDINANCE PROHIBITING THE USE OF GROUNDWATERAS
A POTABLE
WATER SUPPLY BYTHE
INSTALLATION OR USE
OF POTABLE WATER SUPPLY
WELLS OR BY ANY OTHER METHOD
WHEREAS, certain properties in the City fVillagej of
,
Illinois have
been used over a period oftime for commercial/industrial purposes and
WHEREAS, because ofsaid use, concentrations ofcertain chemical
constituents in
the
groundwater beneath the City Villagel
may exceed Class I groundwater quality standards for
potable resource groundwater as set
forth in 35
Illinois Administrative Code
620 or Tier
1
remediation objectives
as set forth
in
35
Illinois Administrative Code 741 and
WHEREAS, the City Village
of
desires to limit potential threats to
human health
from groundwater contamination while facilitating the redevelopment
and
productive use of
properties that are the source of said
chemical constituents;
NOW. THEREFORE,
BE IT ORDAINED BY THE CITY COUNCIL OF THE
CITY
VILLAGE1
OF
,
ILLINOIS:
Section One.
Use of groundwater as a potable water supply prohibited.
Except
for such uses or methods in
existencebefore the effective date of this
ordinancel The use or attempt to use as a potable water supply groundwater from
within the corporate limits of the City Village
of
,
as a
potable water supply, by the installation ordrilling ofwells or by any other
method
is hereby prohibited.
This prohibition expressly
includesi
does
not
include
the City Village
of
.
-
Section Two.
Penalties.
Any person violating the provisions ofthis ordinance shall be subject to a fine of
up to
for each violation.
Section Three.
Definitions.
“Person” is any individual. partnership, co-partnership, flim,
company,
limited
liability company, corporation, association, joint stock company, trust, estate,
political subdivision, or any other legal entity, or their legal representatives, agents
or assigns.
“Potable water” is any water used for human or domestic consumption, including,
but not limited to, water used for drinking, bathing, swimming, washing dishes, or
preparing foods.
Section Four.
Memorandum of Understanding.
This
Section is
only necessary if
ordinance does not expressly prohibit installation ofPotable water supply
wells by the city or village--could be separate resolution
The Mayor ofthe City Villagel
of
is hereby
authorized and directed to
enter into a Memorandum ofUnderstanding with the
Illinois Environmental Protection A~encv
(“illinois EPA”) in which the City
Village
of
assumes responsibility for tracking all
sites
that have received no frirther remediation determinations from the Illinois
EPA,
notifying the illinois EPA of changes to
this ordinance, and taking certain
precautions when siting public potable
water supply wells.
Section Five.
Repealer.
All ordinances or parts ofordinances in conflict with this ordinance are hereby
repealed insofar as they are in conflict with this ordinance.
Section
Six.
Severability.
Jf~~y
provision ofthis ordinance or its application to
any person or under any
circumstances is adjudged invalid. s~Ich
adjudication shall not affect the validity
ofthe ordinance as a whole or ofany portion not
adjudged invalid.
Section Seyen.
Effective date.
This
ordinance shall be in fUll force and effect from
and after its passage. approval
and publication as required by law.
ADOPTED:
APPROVED:
(Date)
(Date)
(City Clerk)
(Mayor)
Officially published this
day of
.
20
(Source:
Added at
Ill. Reg.
________,
effective
_____________________
Section 742.APPENDIIX H:
Memorandum ofUnderstanding
MEMORANDUM OF UNDERSTANDING BETWEEN
AND THE ILLINOIS ENVIRONMENTAL PROTECTION AGENCY REGARDING THE USE
OF
A LOCAL GROUNDWATER OR WATER WELL ORDINANCE AS AN
ENVIRONMENTAL INSTITUTIONAL CONTROL
k
PURPOSE AND INTENT
K
This
Memorandum ofUnderstanding (“MOU”) between
and the Illinois
Environmental Protection Agency (“illinois EPA”) is entered into forthe
purpose ofsatisfying the requirements of
35
Ill. Adm.
Code 742.1015 for the use of
groundwater or water well ordinances as environmental institutional
controls.
The
Illinois EPA has reviewed the groundwater or water well ordinance of
(Attachment A) and
determined that the ordinance prohibits
the use of groundwater for potable purposes and/or the installation and use of new potable
water supply wells by private entities but does not expressly prohibit those activities by
the unit oflocal
government itself.
In such cases,
35 Ill.
Adm. Code 742.1015(a)
provides that the unit oflocal
government may enter into
an MOU with the Illinois EPA
to allow the use ofthe ordinance as an institutional control.
B.
The intent ofthis Memorandum ofUnderstanding is to
specify the responsibilities that
must be assumed by the unit oflocal
government to satisfy the requirements for MOUs as
set
forth at 35
ill. Adm.
Code 742.1015(i).
IL
DECLARATIONS AND ASSUMPTION OF RESPONSIBILITY
In order to
ensure the long-term
integrity of the groundwater or water well ordinance as an
environmental institutional
control and that risk
to human health and the environment from
contamination left in place
in reliance on the groundwater or water well ordinance is effectively
managed,
hereby assumes the followingresponsibilities
pursuant to
35 Ill.
Adm.
Code 742.l015(d)(2) and (fl:
£
will notify the illinois
EPA Bureau of Land ofany
proposed ordinance changes or requests for variance
at least 30 days prior to the date the
local government is scheduled to take action on the proposed change or request
(35 Ill.
Adm. Code 742.lOlS(i)(4))
B.
will maintain a registry ofall sites within its corporate
limits that have received “No Further Remediation” determinations in reliance on the
ordinance from the Illinois EPA
(35
Ill. Adm. Code 742.1015(il(5))
C.
will review the registry of sites established under
-
paragraph II. B.
prior to
siting public
potable water supply wells within the area covered
by
the ordinance
(35111. Adm.
Code 742.1015 (i)(6)(A))
D.
will determine whether the potential source of Potable
water has been or may be affected by contamination left in place at the sites tracked and
reviewed under paragraphs
II. B.
and C. (35 ill. Adm.
Code
742.10l5(i)(6)(B));
and
E.
will take action as necessary to
ensure that the potential
source of~otablewater is protected from contamination or treated before it is used as a
potable water supply (35 ill. Adm. Code
742.1015(i)(6)(C)).
NOTE:
Notification under paragraph II. A.
above or other communications concerning this MOU
should be directed to:
Manager, Division ofRemediation Management
Bureau ofLand
illinois Environmental Protection
Agency
P.O. Box
19276
Springfield.
IL 62794-9276
Ill:
SUPPORTING DOCUMENTATION
The following documentation is required by 35
ill. ~Adm.Code 742.1015(i) and is attached to this
MOU:
£
Attachment A:
A copyofthe groundwater or water well ordinance certified by the city
clerk or other official as the current, controlling law (35 ill. Adm.
Code
742.1015(0(3))
B.
Attachment B: Identification of the legal boundaries within which the ordinance is
applicable (certificationby city clerk or other official that the ordinance is applicable
everywhere within the corporate limits; if ordinance is not applicable throughout the
entire city or village, legal description and map ofarea showing sufficient detail to
determine where ordinance is applicable)
(35 Ill. Adm. Code 742.1015(0(2))
C.
Attachment C: A statement ofthe authority ofthe unit of local
government to enter into
the MOU (council resolution, code of ordinances. inherent powers of mayor or other
official signing MOU --attach copies) (35 Ill.
Adm.
Code 742.1015(i)(lfl.
IN WITNESS WHEREOF. the lawful representatives ofthe parties have caused this MOU to be
signed as follows:
-
FOR:
(Name of city or village)
BY:
DATE:
(Name and title of signatory)
FOR:
Illinois Environmental
Protection Agency
BY:
DATE:
Manager, Division of Remediation Management
Bureau of Land
-
(Source:
Added at
Ill. Reg. _________,effective
______________________
STATE
OF ILLINOIS
)
)
COUNTY OF SANGAMON
)
PROOF OF SERVICE
I, the undersigned, on oath state that I have served the attached Motion
for
Acceptance, Appearance ofAttorneys,
Certification of Origination, Statement of
Reasons, and thef~posedAmendments upon
the persons to whom
they are directed, by
placing
a copy of each in an
envelope addressed to:
Dorothy Gunn, Clerk
General Counsel
Illinois Pollution Control Board
Illinois Dept. ofNatural Resources
James R.
Thompson Center
One Natural Resources
Way
100W. Randolph, Suite 11-500
Springfield, Illinois
62702-1271
Chicago, Illinois
60601
-
Matt Dunn
Environmental Bureau Chief
Office of the Attorney General
James R.
Thompson Center
100W. Randolph,
12th
Floor
Chicago, Illinois 60601
and mailing them (First Class Mail)
from Springfield, Illinois on September 29, 2005,
with sufficient postage affixed as ~
~
SUBSCRIBED AND SWORN TO BEFORE ME
This
29th
day of
September, 2005.
c.
BRENDA
BOENNER
~—c~
Ô-Ec1s~¼_SC.Q.L—-
~ NOTARY
PUBLIC.
STATE
OF
ILLINOIS
(
No ary Public
THIS FILING SUBMITTED
ON RECYCLED PAPER