ILLINOIS POLLUTION CONTROL BOARD
    April 16, 1998
    IN THE MATTER OF:
    TIERED APPROACH TO
    CORRECTIVE ACTION
    OBJECTIVES: AMENDMENTS
    TO 35 ILL. ADM. CODE 742
    )
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    R97-12(C)
    (Rulemaking - Land)
    Proposed Rule. Second Notice.
    OPINION AND ORDER OF THE BOARD (by M. McFawn, J. Yi):
    The Board today proposes for second notice amendments to 35 Ill. Adm. Code 742:
    Tiered Approach to Corrective Action Objectives, also known as TACO. Specifically, the
    amendments include several technical revisions to Appendix A.Table H, Appendix B.Table C,
    Appendix B.Table D, and Appendix C.Table I
    1
    as well as some nonsubstantive clarifications to
    Sections 742.210, 742.310, and 742.900.
    PROCEDURAL HISTORY
    On December 3, 1997, in Docket B of this rulemaking, the Site Remediation Advisory
    Committee (SRAC) and the Illinois Environmental Protection Agency (Agency), filed a “Joint
    Motion to Correct” (joint motion) Appendix A.Table H entitled “Chemicals Whose Tier 1
    Class I Groundwater Remediation Objective Exceeds the 1 in 1,000,000 Cancer Risk
    Concentration” (Table H). In their joint motion, the SRAC and the Agency assert that, upon
    reviewing the numeric contaminant levels set forth under the 1 in 1,000,000 cancer risk
    concentration included within Table H, they determined that those numeric contaminant levels
    are based upon a 70 year exposure duration. The SRAC and the Agency maintain that the use
    of a 70 year exposure duration as a basis for the Table H levels, rather than a 30 year exposure
    duration, was not intended. Finally, the SRAC and the Agency contend that the use of the 70
    year exposure duration as a basis for the Table H levels is technically inconsistent with other
    aspects of 35 Ill. Adm. Code 742, which are based on a 30 year exposure duration.
    At that point in the this rulemaking process, the Board could not correct Table H. See
    4 ILCS 5/-40(c),(d) (1994). Accordingly, on December 4, 1997, the Board adopted Docket B
    1
    At first notice, the Board also opened Appendix B.Table F and Sections 742.415, 742.510,
    742.810, and 742.1015 to make what it perceived were nonsubstantive typographical changes.
    However, upon further review of this matter, the Board determined that no such typographical
    amendments were necessary. As no other changes were suggested, the Board has not
    considered any amendments to the aforementioned appendix and sections. Accordingly, they
    are not included within the attached order.

    2
    as final and ordered the rules filed with the Secretary of State. See In the Matter of: Tiered
    Approach to Corrective Action Objectives: Amendments to Part 742 (December 4, 1997),
    R97-12(B). Also, on December 4, 1997, the Board adopted a first notice proposal in this
    docket C to consider the merits of the joint motion and also to make some non-substantive
    grammatical, typographical, and mechanical changes that were identified after the adoption of
    Docket A in this rulemaking. 21 Ill. Reg. 16982 (December 26, 1997). The joint motion
    filed in Docket B has been incorporated as public comment 1.
    One hearing was held in this matter on January 12, 1998, in Springfield. No additional
    public comments were filed with the Board. Dr. Thomas Hornshaw and Tracey Virgin
    Hurley, Environmental Toxicologists with the Office of Chemical Safety, testified on behalf of
    the Agency. Mark Marszalek testified on behalf of Andrews Environmental Engineering.
    Harry Walton, Chairman of the Site Remediation Advisory Committee (SRAC), testified on
    behalf of the Illinois State Chamber of Commerce and on retainer to the Illinois Environmental
    Regulatory Group (IERG). Whitney Wagner Rosen was present on behalf of the Illinois
    Environmental Regulatory Group. The first notice public comment period in this matter ended
    on February 9, 1998.
    Pursuant to Public Act 90-489, effective January 1, 1998, the Board requested that the
    Department of Commerce and Community Affairs (DCCA) conduct an economic impact study
    for this proposed rulemaking. DCCA has 30 to 45-days after such request to produce a study
    of the economic impact of the proposed rules. On January 26, 1998, DCCA issued a letter
    notifying the Board that it would not conduct an economic impact study on this proposed rule
    because it lacked the technical and financial resources to conduct any economic studies on
    rules pending before the Board during the remainder of fiscal year 1998. On March 17, 1998,
    the Board conducted a public hearing in Springfield to entertain any comments regarding the
    economic impact of this proposed rulemaking. No public comments were received. The
    Board will proceed to second notice in this proposed rulemaking.
    ANALYSIS
    Section 742.210
    Section 742.210 lists the documents incorporated by reference into the Board’s
    regulations. At first notice, the Board proposed to make one nonsubstantive typographical
    correction in Section 742.210(a) to the SW-846 reference. At hearing, however, Ms. Hurley
    testified that in addition to the typographical correction, another revision was necessary to the
    SW-846 reference. Ms. Hurley testified that on June 13, 1997, Update III to the SW-846
    reference was formally adopted (62 Fed. Reg. 32452 (June 13, 1997). Tr. at 11. Ms. Hurley
    noted that the SW-846 reference is a dynamic document that changes when new data and
    advances in analytical techniques are incorporated into the manual in the form of new or
    revised methods. Tr. at 11. By publishing the announcement in the Federal Register, the
    United States Environmental Protection Agency (USEPA) has made Update III officially part
    of the SW-846 reference. Accordingly, the SW-846 incorporation by reference should read as
    follows:

    3
    “Test Methods for Evaluation Solid Waste, Physical/Chemical Methods,”,
    USEPA Publication number SW-846 (Third Edition, November 1986Final
    Update III, December 1996), as amended by Updates I,and IIA, and III
    (Document No. 955-011-00000-1)(contact USEPA, Office of Solid Waste, for
    Update IIAIII).
    The Board agrees that the aforementioned changes should be made to the SW-846 reference
    listed at Section 742.210, and therefore makes the necessary revisions in this Section.
    Section 742.310
    At first notice, the Board on its own motion amended Section 742.310(b)(1)(A) to add
    the phrase “within ten feet of” after “[t]he concentration of any contaminant of concern” and
    after “the land surface or.” At hearing, the Board questioned the Agency and public whether
    it had any opposition to this amendment. Tr. at 18-19. Mr. Hurley responded that the
    Agency had no such objection and that it was its intent to include that phrase in this Section for
    clarification purposes. Tr. at 19. Accordingly, the Board adopts these amendments for second
    notice at Section 742.310(b)(1)(A).
    Section 742.805
    Since first notice, the Agency has proposed that the Board amend provisions of Section
    742.805 to further clarify how similar-acting contaminants are to be evaluated under this rule.
    Unfortunately, because Section 742.805 was not opened at first notice on December 4, 1997,
    the changes offered by the Agency cannot be adopted under this docket. According to the
    Administrative Procedure Act, the Board is restricted to addressing only those sections that
    were opened at first notice. 5 ILCS 100/5-40(b), (c) (1994). Because we find the Agency’s
    explanation correct, we include the following discussion to assist those using this provision of
    Part 742.
    First, the Agency proposes that Section 742.805(c) be amended to clarify that the
    equation set forth in Section 742.805(c)(1) should be used for evaluating mixtures of similar-
    acting noncarcinogenic contaminants of concern. Tr. at 11. Second, the Agency proposes a
    similar amendment to Section 742.805(d) to clarify that the provisions of subsection (d) should
    be used for evaluating mixtures of similar-acting carcinogenic contaminants of concern.
    Third, the Agency proposes another amendment to subsection (d) that specifies how to
    assess mixtures of similar-acting carcinogenic contaminants of concern. This amendment
    would allow the use of the weighted average procedure set forth in Section 742.805(c)(1) with
    some modification to demonstrate that the cumulative risk posed by mixtures of similar-acting
    carcinogenic contaminants of concern does not exceed 1 in 10,000. Essentially, the
    modification to the weighted average equation under Section 742.805(c)(1) would require the
    term CUOxa in the equation to be either Tier 1 or Tier 2 objectives, or for those contaminants
    listed in Appendix A.Table H, the 1 in 1,000,000 risk level concentrations.

    4
    In response to a Board question regarding the practical effect if these suggested changes
    are not made, Ms. Hurley testified that the language as it currently exists in Section 742.810 is
    “just a little vague.” Tr. at 17. She noted that, based on several outside requests for
    clarification of this Section, absent the proposed clarifications, those using Part 742 may
    continue to be confused about how to assess mixtures of similar-acting substances and how to
    use Appendix A.Table H. Tr. at 17-18.
    Again, the Board shares the Agency’s desire to further clarify the TACO scheme.
    However, the Board must decline to make these suggested changes in Section 742.805 due to
    rulemaking requirements under the Administrative Procedure Act. The Board suggests that the
    Agency propose this change in a future rulemaking.
    Section 742.900
    At first notice, the Board on its own motion, proposed that Section 742.900(c) be
    amended to make one nonsubstantive, typographical correction. As no one expressed an
    objection to this suggested change, the Board finds that this change is warranted.
    Appendix A.Table H
    Appendix A.Table H (Table H) lists chemicals whose Tier 1 Class I groundwater
    remediation objective exceeds the 1 in 1,000,000 cancer risk concentration. The Agency
    suggests two corrections be made to Appendix A.Table H.
    First, the Agency proposes that the 1 in 1,000,000 cancer risk concentrations be based
    upon an exposure duration period of 30 years. Currently, the values listed there are based
    upon a 70 year exposure duration. The Agency explained in its prefiled testimony and at
    hearing that when it originally calculated the 1 in 1,000,000 cancer risk concentrations in
    Table H, using Equation R25 as set forth in Section 742.Appendix C.Table C, it used an
    incorrect exposure duration of 70 years instead of an exposure duration of 30 years, as
    specified in Section 742.Appendix C.Table D. Tr. at 10 and Prefiled Testimony at 3. The
    values in Table H should be based on an exposure duration of 30 years, which is the value
    specified in Appendix C.Table D for Equation R25. Tr. at 10. Both the American Society of
    Testing Material (ASTM) Guidance and the USEPA’s SSL Guidance specify a residential
    exposure duration of 30 years. Finally, the Ms. Hurley testified that the Agency had always
    intended to calculate these levels based on a 30 year exposure duration. Tr. at 10.
    Second, the Agency proposes that three chemicals, namely, Bis(2-ethylhexyl)phthalate,
    N-Nitrosodiphenylamine, and 2,4,6-Trichlorophenol be deleted from Appendix A.Table H.
    Tr. at 10. The Agency explained at hearing that after revising the values listed in Table H to
    reflect a 30 year exposure period, the Tier 1 Class I groundwater remediation objectives for
    the aforementioned chemicals no longer exceed the 1 in 1,000,000 cancer risk concentrations.
    Tr. at 10. Consequently, the Agency proposes deleting those chemicals from Table H. Tr. at
    10.

    5
    Finally, Mark Marszalek testified at hearing that a typographical error should be
    corrected in Table H for the constituent: benzopyrene. Tr. at 12. Mr. Marszalek explained
    that the value for benzopyrene should be 0.000012 rather than 0.0000012. Tr. at 12. The
    Agency agreed with Mr. Marszalek’s suggested change.
    The Board agrees with the Agency and Mr. Marszalek that a 30 year residential
    exposure duration is consistent with the Agency’s intent, as well as ASTM and USEPA
    guidance. Accordingly, the cancer risk concentration values listed are corrected in Table H.
    The Board also agrees that that the three aforementioned chemicals should be deleted from
    Appendix A.Table H as their Tier 1 Class I groundwater remediation objectives no longer
    exceed the 1 in 1,000,000 cancer risk concentration. Finally, the Board agrees with Mr.
    Marszalek’s testimony that the value for benzopyrene should be 0.000012 and therefore
    corrects the value for this chemical. The attached Board order reflects the foregoing revisions.
    Appendix B.Table C
    Appendix B.Table C lists pH specific soil remediation objectives for inorganics and
    ionizing organics for the soil component of the groundwater ingestion route (Class I
    groundwater). The Agency requests that a value for the organic, 2,4,6-Trichlorophenol, be
    amended to correct a typographical error. Tr. at 13. No objection has been received
    concerning this proposed correction. The Board finds this nonsubstantive change proper and
    will correct the typographical error.
    Appendix B.Table D
    Appendix B.Table D lists pH specific soil remediation objectives for inorganics and
    ionizing organics for the soil component of the groundwater ingestion route (Class II
    groundwater). The Agency requests that the soil remediation objectives for 2,4,6-
    Trichlorophenol be changed for the six pH ranges ranging from: 4.5-4.74 to 6.65-6.89. Tr. at
    14. Dr. Hornshaw testified that, upon conferring with Mr. Marszalek, he learned that these
    changes are necessary to account for how the Agency in the past has derived the equivalent of
    a health advisory for Class II groundwater. Tr. at 15. For those chemicals that do not have a
    Class II groundwater standard under Part 620, the Class II health advisory is used as a
    substitute for the Part 620 standard in determining soil remediation objectives. Exh. 5 at 22.
    The Agency has explained how a Class II health advisory for a chemical is determined
    more clearly in its testimony under Docket A rules. In determining the Class II health
    advisory, the Agency relied on the rationale behind the Part 620 Class II standards,
    i.e.,
    the
    potential for removal of a chemical from groundwater by common drinking water treatment
    techniques. Exh. 5 at 22. The Agency noted that the potential for removal of a chemical from
    groundwater is determined by comparing the organic carbon partition coefficient (Koc) of that
    chemical with that of a benchmark chemical, ethylbenzene. Exh. at 23. If the Koc of a
    chemical of interest is greater than that of ethylbenzene, then the chemical is considered to be
    removable from groundwater. Further, the Agency noted that if a chemical is removable from
    groundwater then the Class II health advisory is five times the Class I health advisory. If the

    6
    chemical is not readily removable from groundwater, then the Class II health advisory is the
    same as the Class I advisory.
    In case of ionizing compounds like 2,4,6-Trichlorophenol, the organic carbon partition
    coefficient changes with pH. Tr. at 15. In terms of deciding whether to multiply the Class I
    health advisory by five times or by one time depending whether it is or is not mobile in soil,
    the Agency stated that there is a break point between pH 6.65 and pH 6.9 that crosses over
    that threshold comparison against the organic carbon partition coefficient for ethylbenzene.
    Tr. at 15-16. The Agency agreed with Mr. Marszalek that the organic carbon partition
    coefficient of 2,4,6-Trichlorophenol changes from lower than that of ethylbenzene to higher
    than that of ethylbenzene. Tr. at 16. Therefore, 2,4,6-Trichlorophenol is removable from
    groundwater below the breakpoint value, and the correct soil remediation objective is the Class
    II health advisory, which is five times the Class I health advisory. The original values on
    Table D did not reflect this; they were the Class I health advisory numbers. Consequently, the
    Agency recommends correcting the soil remediation objectives for 2,4,6-Trichlorophenol by
    multiplying each value at pH ranges lower than the breakpoint value, i.e, 6.9, by five.
    The Board agrees that the pH based soil remediation objectives for 2,4,6-
    Trichlorohphenol must be corrected to account for the manner in which the Agency has
    derived the Class II health advisory. The Board notes that in Appendix C, Table I, the Koc for
    2,4,6-Trichlorophenol changes from higher than that of ethylbenzene at pH of 6.8 to lower
    than that of ethylbenzene at pH of 6.9
    2
    . Therefore, at pH ranges below 6.9, 2,4,6-
    Trichlorophenol is considered to be removable from groundwater and its Class II health
    advisory is five times the Class I advisory. In light of this, the Board finds that the soil
    remediation objectives in Appendix B.Table D for 2,4,6-Trichlorophenol must be corrected at
    pH ranges lower than 6.9 by multiplying them by five.
    Appendix C.Table I
    Appendix C.Table I lists Koc values for ionizing organics as a function of pH. The
    Agency requests that four calculations starting with pH 4.5 to pH 4.8 be amended for the
    organic, dinoseb. Tr. at 16. Dr. Hornshaw testified at hearing that these suggested
    amendments are typographical changes necessary for purposes of clarification. Tr. at 16. The
    Board agrees with the Agency and accordingly makes the necessary amendments.
    CONCLUSION
    The Board today adopts for second notice amendments to 35 Ill. Adm. Code 742. The
    amendments include several technical revisions to Appendix A.Table H, Appendix B.Table C,
    Appendix B.Table D, and Appendix C.Table I as well as some nonsubstantive clarifications to
    Sections 742.210, 742.310, and 742.900.
    2
    Koc of 2,4,6-Trichlorophenol is 381 L/kg at pH 6.8 and 338 L/kg at pH 6.9. Koc of
    ethylbenzene is 363 L/kg.

    7
    The Board notes that Mr. Marszalek and others have identified various minor
    typographical and technical discrepancies in Part 742. The Board appreciates these efforts to
    thoroughly review and identify additional errors within the TACO framework. Unfortunately,
    as previously noted, the Board is constrained from making any amendments in sections not
    opened at first notice. The Board, therefore, cannot make any of the additional changes
    suggested by Mr. Marszalek at hearing. To the extent that the changes Mr. Marszalek and
    others suggest are necessary, the Board encourages Mr. Marszalek, other members of the
    regulated community, and the Agency to take the time to compile all additional amendments
    and submit a new proposal for rulemaking to the Board at the appropriate time.
    ORDER
    The Board directs the Clerk of the Board to cause the submission of the following
    proposal to the Joint Committee on Administrative Rules:
    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 of Tiered Approach
    742.115
    Key Elements
    742.120
    Site Characterization
    SUBPART B: GENERAL
    Section
    742.200
    Definitions
    742.205
    Severability
    742.210
    Incorporations by Reference
    742.215
    Determination of Soil Attenuation Capacity
    742.220
    Determination of Soil Saturation Limit
    742.225
    Demonstration of Compliance with Remediation Objectives
    742.230
    Agency Review and Approval
    SUBPART C: EXPOSURE ROUTE EVALUATIONS

    8
    Section
    742.300
    Exclusion of Exposure 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 of Area Background for Soil
    742.410
    Determination of Area Background for Groundwater
    742.415
    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
    SUBPART F: TIER 2 GENERAL EVALUATION
    Section
    742.600
    Tier 2 Evaluation Overview
    742.605
    Land Use
    742.610
    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
    742.710
    SSL Soil Equations
    742.715
    RBCA Soil Equations
    742.720
    Chemicals with Cumulative Noncarcinogenic Effects
    SUBPART H: TIER 2 GROUNDWATER EVALUATION
    Section
    742.800
    Tier 2 Groundwater Evaluation Overview
    742.805
    Tier 2 Groundwater Remediation Objectives
    742.810
    Calculations to Predict Impacts from Remaining Groundwater Contamination

    9
    SUBPART I: TIER 3 EVALUATION
    Section
    742.900
    Tier 3 Evaluation Overview
    742.905
    Modifications of Parameters
    742.910
    Alternative Models
    742.915
    Formal Risk Assessments
    742.920
    Impractical Remediation
    742.925
    Exposure Routes
    742.930
    Derivation of Toxicological Data
    SUBPART J: INSTITUTIONAL CONTROLS
    Section
    742.1000
    Institutional Controls
    742.1005
    No Further Remediation Letters
    742.1010
    Restrictive Covenants, Deed Restrictions and Negative Easements
    742.1015
    Ordinances
    742.1020
    Highway Authority 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
    0
    C
    Table B
    Tolerance Factor (K)
    Table C
    Coefficients {AN-I+1} for W Test of Normality, for N=2(1)50
    Table D
    Percentage Points of the W Test for N=3(1)50
    Table E
    Similar-Acting Noncarcinogenic Chemicals
    Table F
    Similar-Acting Carcinogenic Chemicals
    Table G
    Concentrations of Inorganic Chemicals in Background Soils
    Table H
    Chemicals Whose Tier 1 Class I Groundwater Remediation Objective
    Exceeds the 1 in 1,000,000 Cancer Risk Concentration
    APPENDIX B
    Tier 1 Tables and Illustrations
    ILLUSTRATION A Tier 1 Evaluation
    Table A
    Tier 1 Soil Remediation Objectives for Residential Properties

    10
    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 of the Groundwater Ingestion Route
    (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 1 Soil Remediation Objectives for the
    Soil Component of the Groundwater Ingestion Route
    APPENDIX C
    Tier 2 Tables and Illustrations
    ILLUSTRATION A Tier 2 Evaluation for Soil
    ILLUSTRATION B Tier 2 Evaluation for Groundwater
    ILLUSTRATION C US Department of Agriculture 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 (erf)
    Table H
    Q/C Values by Source Area
    Table I
    K[oc] Values for Ionizing Organics as a Function of pH (cm(3)/g or L/kg)
    Table J
    Values to be Substituted for ks When Evaluating Inorganics as a Function
    of pH (cm(3)[water]/g[soil])
    Table K
    Parameter Estimates for Calculating Water-Filled Soil Porosity (θw)
    AUTHORITY: Implementing Sections 22.4, 22.12, Title XVI, and Title XVII and authorized
    by Sections 27, 57.14, and 58.5 of the Environmental Protection Act [415 ILCS 5/22.4,
    22.12, 27, 57.14 and 58.5 and Title XVI and Title XVII].
    SOURCE: Adopted in R97-12(A) at 21 Ill. Reg. 7942, effective July 1, 1997, amended in
    R97-12(B) at 21 Ill. Reg. 16391, effective December 8, 1997; amended in R97-12(C) at 22
    Ill. Reg. ________________, effective ________________________.
    NOTE: Capitalization indicates statutory language.
    SUBPART B: GENERAL
    Section 742.210
    Incorporations by Reference
    a)
    The Board incorporates the following material by reference:

    11
    ASTM. American Society for Testing and Materials, 1916 Race Street,
    Philadelphia, PA 19103 (215) 299-5400
    ASTM D 2974-87, Standard Test Methods for Moisture, Ash and
    Organic Matter of Peat and Other Organic Soils, approved May 29,
    1987 (reapproved 1995).
    ASTM D 2488-93, Standard Practice for Description and Identification
    of Soils (Visual-Manual Procedure), approved September 15, 1993.
    ASTM D 1556-90, Standard Test Method for Density and Unit Weight
    of Soil in Place by the Sand-Cone Method, approved 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 2922-91, Standard Test Methods for Density of Soil and Soil-
    Aggregate in Place by Nuclear Methods (Shallow Depth), approved
    December 23, 1991.
    ASTM D 2937-94, Standard Test Method for Density of Soil in Place by
    the Drive-Cylinder Method, approved June 15, 1994.
    ASTM D 854-92, Standard Test Method for Specific Gravity of Soils,
    approved November 15, 1992.
    ASTM D 2216-92, Standard Method for Laboratory Determination of
    Water (Moisture) Content of Soil and Rock, approved June 15, 1992.
    ASTM D 4959-89, Standard Test Method for Determination of Water
    (Moisture) Content of Soil by Direct Heating Method, approved June
    30, 1989 (reapproved 1994).
    ASTM D 4643-93, Standard Test Method for Determination of Water
    (Moisture) Content of Soil by the Microwave Oven Method, approved
    July 15, 1993.
    ASTM D 5084-90, Standard Test Method for Measurement of Hydraulic
    Conductivity of Saturated Porous Materials Using a Flexible Wall
    Permeameter, approved June 29, 1990.
    ASTM D 422-63, Standard Test Method for Particle-Size Analysis of
    Soils, approved November 21, 1963 (reapproved 1990).

    12
    ASTM D 1140-92, Standard Test Method for Amount of Material in
    Soils Finer than the No. 200 (75
    μm)
    Sieve, approved November 15,
    1992.
    ASTM D 3017-88, Standard Test Method for Water Content of Soil and
    Rock in Place by Nuclear Methods (Shallow Depth), approved May 27,
    1988.
    ASTM D 4525-90, Standard Test Method for Permeability of Rocks by
    Flowing Air, approved May 25, 1990.
    ASTM D 2487-93, Standard Test Method for Classification of Soils for
    Engineering Purposes, approved September 15, 1993.
    ASTM E 1527-93, Standard Practice for Environmental Site
    Assessments: Phase I Environmental Site Assessment Process, approved
    March 15, 1993. Vol. 11.04.
    ASTM E 1739-95, 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 (RfD):
    Description and Use in Health Risk Assessments. Regulatory Toxicology and
    Pharmacology. 8, 471-486.
    GPO. Superintendent of Documents, 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,
    November 1986Final Update III, December 1996), as amended by
    Updates I, and IIA, and III (Document No. 955-001-00000-1)(contact
    USEPA, Office of Solid Waste, for Update IIAIII).
    "Methods for the Determination of Organic Compounds in Drinking
    Water", EPA Publication No. EPA/600/4-88/039 (December 1988
    (Revised July 1991)).
    "Methods for the Determination of Organic Compounds in Drinking
    Water, Supplement II", EPA Publication No. EPA/600/R-92/129
    (August 1992).

    13
    "Methods for the Determination of Organic Compounds in Drinking
    Water, Supplement III", EPA Publication No. EPA/600/R-95/131
    (August 1995).
    IRIS. Integrated Risk Information System, National Center for Environmental
    Assessment, U.S. Environmental Protection Agency, 26 West Martin Luther
    King Drive, MS-190, 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.
    "Dermal Exposure Assessment: Principles and Applications", EPA
    Publication No. EPA/600/8-91/011B (January 1992).
    "Exposure Factors Handbook", EPA Publication No. EPA/600/8-89/043
    (July 1989).
    "Risk Assessment Guidance for Superfund, Vol. I; 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/540/1-89/002 (December 1989).
    "Risk Assessment Guidance for Superfund, Volume I; Human Health
    Evaluation Manual, Supplemental Guidance, Dermal Risk Assessment
    Interim Guidance", Draft (August 18, 1992).

    14
    "Soil Screening Guidance: Technical Background Document", EPA
    Publication No. EPA/540/R-95/128, PB96-963502 (May 1996).
    "Soil Screening Guidance: User's Guide", EPA Publication No.
    EPA/540/R-96/018, PB96-963505 (April 1996).
    "Superfund Exposure Assessment Manual", EPA Publication No.
    EPA/540/1-88/001 (April 1988).
    RCRA Facility Investigation Guidance, Interim Final, developed by USEPA
    (EPA 530/SW-89-031), 4 volumes (May 1989).
    b)
    CFR (Code of Federal Regulations). Available from the Superintendent of
    Documents, U.S. Government Printing Office, Washington, D.C. 20402 (202)
    783-3238:
    40 CFR 761.120 (1993).
    c)
    This Section incorporates no later editions or amendments.
    SOURCE: Amended at 22 Ill. Reg. ______________, effective, _______________________.
    SUBPART C: EXPOSURE ROUTE EVALUATIONS
    Section 742.310
    Inhalation Exposure Route
    The inhalation exposure route may be excluded from consideration if:
    a)
    The requirements of Sections 742.300 and 742.305 are met; and
    b)
    An institutional control, in accordance with Subpart J, is in place that meets the
    following requirements:
    1)
    Either:
    A)
    The concentration of any contaminant of concern within ten feet
    of the land surface or within ten feet of any man-made pathway
    shall not exceed the Tier 1 remediation objective under Subpart E
    for the inhalation exposure route; or
    B)
    An engineered barrier, as set forth in Subpart K and approved by
    the Agency, is in place; and
    2)
    Requires safety precautions for the construction worker if the Tier 1
    construction worker remediation objectives are exceeded.

    15
    SOURCE: Amended at 22 Ill. Reg. ______________, effective, _______________________.
    SUBPART I: TIER 3 EVALULATION
    Section 742.900
    Tier 3 Evaluation Overview
    a)
    Tier 3 sets forth a flexible framework to develop remediation objectives outside
    of the requirements of Tiers 1 and 2. Although Tier 1 and Tier 2 evaluations
    are not prerequisites to conduct Tier 3 evaluations, data from Tier 1 and Tier 2
    can assist in developing remediation objectives under a Tier 3 evaluation.
    b)
    The levels of detail required to adequately characterize a site depends on the
    particular use of Tier 3. Tier 3 can require additional investigative efforts
    beyond those described in Tier 2 to characterize the physical setting of the site.
    However, in situations where remedial efforts have simply reached a physical
    obstruction additional investigation may not be necessary for a Tier 3 submittal.
    c)
    Situations that can be considered for a Tier 3 evaluation include, but are not
    limited to:
    1)
    Modification of parameters 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 concern;
    4)
    Analysis of site-specific risks using formal risk assessment, probabilistic
    data analysis, and sophisticated fate and transport models (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 objectives because an assessment
    indicates further remediation is not practical;
    6)
    Incomplete human exposure pathway(s) not excluded under Subpart C;
    7)
    Use of toxicological-specific information not 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., as
    site will be used
    for recreation in the future and cannot be evaluated in Tiers 1 or 2); and

    16
    9)
    Requests for site-specific remediation objectives which exceed Tier 1
    groundwater remediation objectives so long as the following is
    demonstrated:
    A)
    TO THE EXTENT PRACTICAL, THE EXCEEDENCE 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. (Section
    58.5(D)(4)(A) of the Act)
    d)
    For requests of a target cancer risk ranging between 1 in 1,000,000 and 1 in
    10,000 at the point of human exposure or a target hazard quotient greater than 1
    at the point of human exposure, the requirements of Section 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. (Section
    58.7(e)(1) of the Act). 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 environment have been minimized.
    SOURCE: Amended at 22 Ill. Reg. ______________, effective, _______________________.

    17
    Section
    Section 742.APPENDIX
    742.APPENDIX A:
    A: GeneralGeneral
    TABLE
    TABLE H:H: Chemicals
    Chemicals Whose
    Whose Tier
    Tier 1 1 Class
    Class I I Groundwater
    Groundwater Remediation
    Remediation ObjectiveObjective
    Exceeds
    Exceeds the
    the 1 1 in
    in 1,000,000
    1,000,000 Cancer
    Cancer Risk
    Risk ConcentrationConcentration..
    Class I Groundwater
    1 in 1,000,000 Cancer
    Remediation Objective
    Risk Concentration
    ADL
    Chemical
    (mg/l)
    (mg/l)
    (mg/l)
    Aldrin
    0.00004
    0.0000025
    0.00004
    Benzo(a)pyrene
    0.0002
    0.0000512
    0.00023
    Bis(2-chloroethyl)ether
    0.01
    0.0000377
    0.01
    Bis(2-ethylhexyl)phthalate
    0.006
    0.00361
    0.0027
    Carbon Tetrachloride
    0.005
    0.000366
    0.00003
    Chlordane
    0.002
    0.0000366
    0.00014
    Dibenzo(a,h)anthracene
    0.0003
    0.00000512
    0.0003
    1,2-Dibromo-3-chloropropane
    0.0002
    0.0000361
    0.0002
    1,2-Dibromoethane
    0.00005
    0.000000410
    0.00005
    3,3'-Dichlorobenzidine
    0.02
    0.0000819
    0.02
    1,2-Dichloroethane
    0.005
    0.000494
    0.00003
    Dieldrin
    0.00002
    0.00000253
    0.00002
    Heptachlor
    0.0004
    0.00000819
    0.00003
    Heptachlor epoxide
    0.0002
    0.00000494
    0.00032
    Hexachlorobenzene
    0.00006
    0.0000253
    0.00006
    alpha-HCH
    0.00003
    0.00000614
    0.00003
    Tetrachloroethylene
    0.005
    0.000716
    0.00001
    Toxaphene
    0.003
    0.0000377
    0.00086
    Vinyl chloride
    0.002
    0.00001545
    0.00006
    Ionizable Organics
    N-Nitrosodiphenylamine
    0.01
    0.00717
    0.01
    N
    -
    Nitrosodi-n-propylamine
    0.01
    0.00000512
    0.01
    Pentachlorophenol
    0.001
    0.000371
    0.001
    2,4,6-Trichlorophenol
    0.0064
    0.00377
    0.0064
    Inorganics
    Arsenic
    0.05
    0.0000257
    0.001
    Beryllium
    0.004
    0.00000832
    0.004
    SOURCE: Amended at 22 Ill. Reg. ____________, effective _______________________.

    Section 742.APPENDIX B:
    Tier 1 Tables and Illustrations
    Section 742.Table C:
    pH Specific Soil Remediation Objectives for Inorganics 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 8.0
    Inorganics
    Antimony
    5
    5
    5
    5
    5
    5
    5
    5
    5
    Arsenic
    25
    26
    27
    28
    29
    29
    29
    30
    31
    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
    Cadmium
    1.0
    1.7
    2.7
    3.7
    5.2
    7.5
    11
    59
    430
    Chromium (+6)
    70
    62
    54
    46
    40
    38
    36
    32
    28
    Copper
    330
    580
    2,100
    11,000
    59,000
    130,000
    200,000
    330,000
    330,000
    Cyanide
    40
    40
    40
    40
    40
    40
    40
    40
    40
    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
    Selenium
    24
    17
    12
    8.8
    6.3
    5.2
    4.5
    3.3
    2.4
    Silver
    0.24
    0.33
    0.62
    1.5
    4.4
    8.5
    13
    39
    110

    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 8.0
    Thallium
    1.6
    1.8
    2.0
    2.4
    2.6
    2.8
    3.0
    3.4
    3.8
    Vanadium
    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
    Organics
    Benzoic Acid
    440
    420
    410
    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
    2,4-Dichlorophenol
    1.0
    1.0
    1.0
    1.0
    1.0
    1.0
    1.0
    0.86
    0.69
    Dinoseb
    8.4
    4.5
    1.9
    0.82
    0.43
    0.34
    0.31
    0.27
    0.25
    Pentachlorophenol
    0.54
    0.32
    0.15
    0.07
    0.04
    0.03
    0.02
    0.02
    0.02
    2,4,5-TP (Silvex)
    26
    16
    12
    11
    11
    11
    11
    11
    11
    2,4,5-Trichlorophenol
    400
    390
    390
    370
    320
    270
    230
    130
    64
    2,4,6-Trichlorophenol
    0.37
    0.36
    0.34
    0.269
    0.20
    0.15
    0.13
    0.09
    0.07
    SOURCE: Amended at 22 Ill. Reg. ________, effective _____________________.

    Section 742.APPENDIX B
    Tier I Tables and Illustrations
    Section 742.Table D:
    pH Specific Soil Remediation Objectives for Inorganics and Ionizing Organics for the Soil
    Component of the Groundwater Ingestion Route (Class II 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 8.0
    Inorganics
    Antimony
    20
    20
    20
    20
    20
    20
    20
    20
    20
    Arsenic
    100
    100
    100
    110
    110
    120
    120
    120
    120
    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
    Copper
    330
    580
    2,100
    11,000
    59,000
    130,000
    200,000
    330,000
    330,000
    Cyanide
    120
    120
    120
    120
    120
    120
    120
    120
    120
    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
    Selenium
    24
    17
    12
    8.8
    6.3
    5.2
    4.5
    3.3
    2.4
    Thallium
    16
    18
    20
    24
    26
    28
    30
    34
    38
    Zinc
    2,000
    3,600
    5,200
    7,200
    10,000
    12,000
    15,000
    32,000
    110,000

    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 8.0
    Organics
    Benzoic Acid
    440
    420
    410
    400
    400
    400
    400
    400
    400
    2-Chlorophenol
    20
    20
    20
    20
    20
    20
    19
    3.6
    3.1
    2,4-Dichlorophenol
    1.0
    1.0
    1.0
    1.0
    1.0
    1.0
    1.0
    0.86
    0.69
    Dinoseb
    84
    45
    19
    8.2
    4.3
    3.4
    3.1
    2.7
    2.5
    Pentachlorophenol
    2.7
    1.6
    0.75
    0.33
    0.18
    0.15
    0.12
    0.11
    0.10
    2,4,5-TP (Silvex)
    130
    79
    62
    57
    55
    55
    55
    55
    55
    2,4,5-Trichlorophenol
    2,000
    2,000
    1,900
    1,800
    1,600
    1,400
    1,200
    640
    64
    2,4,6-Trichlorophenol
    0.37
    1.9
    0.36
    1.8
    0.34
    1.7
    0.26
    1.4
    0.20
    1.0
    0.15
    0.77
    0.13
    0.09
    0.07
    SOURCE: Amended at 22 Ill. Reg. ___________, effective, _________________________.

    Section 742.APPENDIX C:
    Tier 2 Tables and Illustrations
    Section 742.TABLE I:
    K
    oc
    Values for Ionizing Organics as a Function of pH (cm
    3
    /g or L/kg)
    pH
    Benzoic Acid
    2-Chloro-
    phenol
    2,4-
    Dichloro-
    phenol
    Pentachloro-
    phenol
    2,4,5-
    Trichloro-
    phenol
    2,4,6-
    Trichloro-
    phenol
    Dinoseb
    2,3,5-TP
    (Silvex)
    4.5
    1.07E+01
    3.98E+02
    1.59E+02
    1.34E+04
    2.37E+03
    1.06E+03
    3.00E+034
    1.28E+04
    4.6
    9.16E+00
    3.98E+02
    1.59E+02
    1.24E+04
    2.37E+03
    1.05E+03
    2.71E+034
    1.13E+04
    4.7
    7.79E+00
    3.98E+02
    1.59E+02
    1.13E+04
    2.37E+03
    1.05E+03
    2.41E+034
    1.01E+04
    4.8
    6.58E+00
    3.98E+02
    1.59E+02
    1.02E+04
    2.37E+03
    1.05E+03
    2.12E+034
    9.16E+03
    4.9
    5.54E+00
    3.98E+02
    1.59E+02
    9.05E+03
    2.37E+03
    1.04E+03
    1.85E+04
    8.40E+03
    5.0
    4.64E+00
    3.98E+02
    1.59E+02
    7.96E+03
    2.36E+03
    1.03E+03
    1.59E+04
    7.76E+03
    5.1
    3.88E+00
    3.98E+02
    1.59E+02
    6.93E+03
    2.36E+03
    1.02E+03
    1.36E+04
    7.30E+03
    5.2
    3.25E+00
    3.98E+02
    1.59E+02
    5.97E+03
    2.35E+03
    1.01E+03
    1.15E+04
    6.91E+03
    5.3
    2.72E+00
    3.98E+02
    1.59E+02
    5.10E+03
    2.34E+03
    9.99E+02
    9.66E+03
    6.60E+03
    5.4
    2.29E+00
    3.98E+02
    1.58E+02
    4.32E+03
    2.33E+03
    9.82E+02
    8.10E+03
    6.36E+03
    5.5
    1.94E+00
    3.97E+02
    1.58E+02
    3.65E+03
    2.32E+03
    9.62E+02
    6.77E+03
    6.16E+03
    5.6
    1.65E+00
    3.97E+02
    1.58E+02
    3.07E+03
    2.31E+03
    9.38E+02
    5.65E+03
    6.00E+03
    5.7
    1.42E+00
    3.97E+02
    1.58E+02
    2.58E+03
    2.29E+03
    9.10E+02
    4.73E+03
    5.88E+03
    5.8
    1.24E+00
    3.97E+02
    1.58E+02
    2.18E+03
    2.27E+03
    8.77E+02
    3.97E+03
    5.78E+03
    5.9
    1.09E+00
    3.97E+02
    1.57E+02
    1.84E+03
    2.24E+03
    8.39E+02
    3.35E+03
    5.70E+03

    pH
    Benzoic Acid
    2-Chloro-
    phenol
    2,4-
    Dichloro-
    phenol
    Pentachloro-
    phenol
    2,4,5-
    Trichloro-
    phenol
    2,4,6-
    Trichloro-
    phenol
    Dinoseb
    2,3,5-TP
    (Silvex)
    6.0
    9.69E-01
    3.96E+02
    1.57E+02
    1.56E+03
    2.21E+03
    7.96E+02
    2.84E+03
    5.64E+03
    6.1
    8.75E-01
    3.96E+02
    1.57E+02
    1.33E+03
    2.17E+03
    7.48E+02
    2.43E+03
    5.59E+03
    6.2
    7.99E-01
    3.96E+02
    1.56E+02
    1.15E+03
    2.12E+03
    6.97E+02
    2.10E+03
    5.55E+03
    6.3
    7.36E-01
    3.95E+02
    1.55E+02
    9.98E+02
    2.06E+03
    6.44E+02
    1.83E+03
    5.52E+03
    6.4
    6.89E-01
    3.94E+02
    1.54E+02
    8.77E+02
    1.99E+03
    5.89E+02
    1.62E+03
    5.50E+03
    6.5
    6.51E-01
    3.93E+02
    1.53E+02
    7.81E+02
    1.91E+03
    5.33E+02
    1.45E+03
    5.48E+03
    6.6
    6.20E-01
    3.92E+02
    1.52E+02
    7.03E+02
    1.82E+03
    4.80E+02
    1.32E+03
    5.46E+03
    6.7
    5.95E-01
    3.90E+02
    1.50E+02
    6.40E+02
    1.71E+03
    4.29E+02
    1.21E+03
    5.45E+03
    6.8
    5.76E-01
    3.88E+02
    1.47E+02
    5.92E+02
    1.60E+03
    3.81E+02
    1.12E+03
    5.44E+03
    6.9
    5.60E-01
    3.86E+02
    1.45E+02
    5.52E+02
    1.47E+03
    3.38E+02
    1.05E+03
    5.43E+03
    7.0
    5.47E-01
    3.83E+02
    1.41E+02
    5.21E+02
    1.34E+03
    3.00E+02
    9.96E+02
    5.43E+03
    7.1
    5.38E-01
    3.79E+02
    1.38E+02
    4.96E+02
    1.21E+03
    2.67E+02
    9.52E+02
    5.42E+03
    7.2
    5.32E-01
    3.75E+02
    1.33E+02
    4.76E+02
    1.07E+03
    2.39E+02
    9.18E+02
    5.42E+03
    7.3
    5.25E-01
    3.69E+02
    1.28E+02
    4.61E+02
    9.43E+02
    2.15E+02
    8.90E+02
    5.42E+03
    7.4
    5.19E-01
    3.62E+02
    1.21E+02
    4.47E+02
    8.19E+02
    1.95E+02
    8.68E+02
    5.41E+03
    7.5
    5.16E-01
    3.54E+02
    1.14E+02
    4.37E+02
    7.03E+02
    1.78E+02
    8.50E+02
    5.41E+03
    7.6
    5.13E-01
    3.44E+02
    1.07E+02
    4.29E+02
    5.99E+02
    1.64E+02
    8.36E+02
    5.41E+03

    pH
    Benzoic Acid
    2-Chloro-
    phenol
    2,4-
    Dichloro-
    phenol
    Pentachloro-
    phenol
    2,4,5-
    Trichloro-
    phenol
    2,4,6-
    Trichloro-
    phenol
    Dinoseb
    2,3,5-TP
    (Silvex)
    7.7
    5.09E-01
    3.33E+02
    9.84E+01
    4.23E+02
    5.07E+02
    1.53E+02
    8.25E+02
    5.41E+03
    7.8
    5.06E-01
    3.19E+02
    8.97E+01
    4.18E+02
    4.26E+02
    1.44E+02
    8.17E+02
    5.41E+03
    7.9
    5.06E-01
    3.04E+02
    8.07E+01
    4.14E+02
    3.57E+02
    1.37E+02
    8.10E+02
    5.41E+03
    8.0
    5.06E-01
    2.86E+02
    7.17E+01
    4.10E+02
    2.98E+02
    1.31E+02
    8.04E+02
    5.41E+03
    SOURCE: Amended at 22 Ill. Reg. ___________, effective ___________________________.

    26
    IT IS SO ORDERED.
    I, Dorothy M. Gunn, Clerk of the Illinois Pollution Control Board, hereby certify that
    the above opinion and order was adopted on the 16th day of April 1998, by a vote of 7-0.
    Dorothy M. Gunn, Clerk
    Illinois Pollution Control Board

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